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Report REVISION w 1cE COP APPRO 9' ED Page 1 of27 r Y ecaoa,) — 00 S— 9}a ppm RECEIVED AUG 1 9 O2 j 31 - Z1 CITY OF TIGARD BUILDING DIVISION Optarff agAripicypi Er Seismic & Force Protection VIBRATION ISOLATION & SEISMIC RESTRAINT REPORT FOR: HVAC EQUIPMENT Courtyard by Marriott Project Name: EXTERIOR ROOF RENOVATION Address: 15686 SW Sequoia Parkway, Tigard, OR 97224 Contractor: Robert Lloyd Sheet Metal Project#: 2182119 Customer Job#: 21-6197 Prepared by: CMS Date: 8/17/2021 4 Restraint Design by: j$Ji\ r^'•` ^7 ff t� •�'� 11 L t j j ` / ASC Engineering • 10801 Johnston Rd., Suite 105 Charlotte, NC 28226 • (P)704-405-3810 AR: 3313 I MO: 2017038603 I MS: 28689 I TN: 5345 Printed by ASC Engineering Page 2 of 27 ky This report has been prepared as a deferred submittal to address the seismic and/or wind restraint design of select nonstructural components in accordance with applicable building codes and generally accepted engineering practices.The notes,calculations,and drawings contained herein, as referenced in the Table of Contents below,are to be considered integral to this report and shall not be utilized independent of this report in its entirety. Installation of seismic/wind restraints shall not proceed until all required approvals of this report are completed by the project design professionals in responsible charge, owner's agents,and building officials. Nothing is implied or should be assumed in regards to any item not specifically addressed herein. Project Information Name: Courtyard by Marriott EXTERIOR ROOF RENOVATION] � -.., Address: 15686 SW Sequoia Parkway,Tigard, OR 97224 Contractor: Robert Lloyd Sheet Metal Project#: 21$2119 9651 SPE Customer Joh#: 21-6197rAtel 1,21 Date: 8/17/2021 OREGOhi Project Design Criteria' 'r/ ' F,7 8 ,01- Applicable Building Code: IBC 2018(ASCE 7-16) � �UP/f R Risk Category II _ Seismic Design Category: D EYPIPt.S.OCR 30 2Q: Sips: 0.685 Notes: 1.The information was taken from the design load data listed on STRUCTUAL ABBREVIATIONS&NOTES sheet S-001 (dated 05/25/2021). If any of the project criteria for the facility is determined to be different than the classifications listed above ASC Engineering must be contacted. Table of Contents Description Rev.# Date Sheet# Material List Notes and Assumptions Suspended Equipment 0 8/17/2021 SD000, SD210,SD300, SD301,SD400 Manufacturer's Data Sheets ASC Engineering • 10801 Johnston Rd., Suite 105 • Charlotte, NC 28226 • (P)704-405-3810 Printed by ASC Engineering Courtyard by Marriott Page 3 of 27 Project Name: Exterior Roof Renovation Project#: 2182119 Cus'iaomer Job#: 21-6197 Pool Remodel on hold Material List Product Qty. Manufacturer/Supplier Description _ _. ,F a ,,•. Ef "•.x to 6 mm :e ` a s g �; ". a, �" �'; �" �. �g`�, ; � •�a, tea, �. ...,,�, .�A�? ,... .-.... ,. .. , .£ - .,E J , .. •, ... ..v.. ..,,.. .... ..� .....• .. . ,. ?. _� ., a ..� .° Each kit includes(2)GS12 pre-stretched cables.Each cable GS12-10S5-R5-2P includes a factory swaged GSS5 bracket for attachment to (Green Seismic Kit) 4 Cripple structure. (2)GSR5 brackets are shipped loose for attachment to component. f CD-HH30-ET129-CG 8 CalDyn Combination Neoprene and Spring Hanger Isolator (1.5"Deflection) i� I it fip Jq Printed by ASC Engineering Page 4 of 27 3 9 NOTES AND ASSUMPTIONS GENERAL 1. Calculations provided herein determine the seismic and/or wind forces applied to project specific non-structural components following our interpretation of the referenced building code. 2. Calculations were performed using the most demanding basic load combinations for seismic and wind specified in Chapter 2 of the latest edition of ASCE 7. The component was assumed to be rigid with forces acting through its approximate center of gravity(unless noted otherwise). For seismic forces, additional seismic coefficients were used within the calculation to address flexibility issues. The procedure for designing the restraint system was reduced to a static analysis as outlined by ASCE 7. 3. Calculations assumed the equipment is adequately designed to transfer the seismic and/or wind loads through the equipment mounting locations into the supporting structure. 4. Calculations were based on equipment data sheets supplied to ASC Engineering. ASC Engineering assumes no responsibility for errors or omissions resulting from inaccuracies in the information supplied to it by third parties. 5. ASC Engineering has only evaluated the components recognized in this submittal for restraint against the calculated seismic and/or wind forces for non-structural components. This submittal is neither intended nor should be implied to cover all seismic and/or wind requirements for this project. If additional components installed on the project require seismic and/or wind restraint,ASC Engineering must be contacted or the evaluation must be performed by others. 6. Installation of all materials specified herein must follow manufacturer's specifications and guidelines. 7. If a desired installation method varies from the details shown ASC Engineering, P.A. must be contacted. Do not proceed with alternative installation methods prior to receiving written approval from ASC Engineering. 8. For suspended equipment and distribution systems, where beam clamps are specified, a retaining strap must be incorporated into the design in order to satisfy the requirements of ASCE 7. 9. Special attention must be shown to the connection method of distribution systems(pipe, conduit, etc.)to equipment. Adequate flexibility must be provided to allow for differential motion between the distribution system and equipment in order to limit the load transfer to the equipment nozzle/flange. 10. This submittal shall not be construed as relieving the Contractor from complying with other requirements of the project plans and specification for the installation, support and attachment of non-structural components. The Contractor remains responsible for details and accuracy, for confirming and correlating all dimensions and quantities, for fabrication processes, for techniques of assembly, and for performing work in a safe and satisfactory manner. 11. The evaluations provided herein only include the seismic and/or wind attachments to the structure and do not address the following: a. The design of component supports for dead, operational, or thermal loads. The registered design professional in responsible charge for the equipment or systems shall be responsible for this. b. The structure's ability to withstand the imposed loads. All attachment methods to the structure for seismic and/or wind restraint components must be approved by the structural design professional. c. The component's ability to withstand the imposed loads. The manufacturer is responsible for verifying the unit's ability to withstand the imposed loads. SEISMIC EXEMPTION NOTES In determining seismic restraint requirements, each component must be assigned a Component Importance Factor(Ip). As defined by section ASCE 7, Ip to be taken as 1.5 if any of the following applies(all other components to be assigned Ip=1.0): 1. The component is required to function for life-safety purposes after an earthquake. 2. The component conveys, supports, or otherwise contains toxic, highly toxic, or explosive substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released. 3. The component is in or attached to a Risk Category IV structure and it is needed for continued operation of the facility or its failure could impair the continued operation of the facility. 4. The component conveys, supports, or otherwise contains hazardous substances and is attached to a structure or portion thereof classified by the authority having jurisdiction as a hazardous occupancy. For components in Seismic Design Category D facilities,the following exemptions may be utilized in determining seismic restraint requirements: 1. The component weighs 20 lbs.[9 kg]or less and is positively attached to the structure. 2. The component weighs 400 lbs.[181 kg]or less and is positively attached to the structure,the center of mass is located 4 ft [1.2m]or less above the adjacent floor level, flexible connections are provided between the component and associated ductwork, piping, and conduit, and Ip=1.0. 3. The component is installed in-line with the duct system, has an operating weight of 75 Ibs.[34 kg]or less, is positively attached with mechanical fasteners to the rigid duct on both sides, and has flexible connections to provide adequate flexibility between connections to piping and conduit. 4. Individually supported piping with Ip=1.0 and a nominal pipe size less than 3" [80 mm]. 5. Individually supported piping with Ip=1.5 and a nominal pipe size 1 in. [25mm]or less. 6. Piping on a trapeze assembly where no single pipe exceeds the limits set forth in 3 or 4 above and the total weight of the piping supported by the trapeze assembly is less than 10 lbs/ft[146 N/m]. 7. Cast Iron waste and vent piping 2" [50mm]&smaller. PVC waste and vent piping 3"[80mm]and smaller. ASC Engineering • 10801 Johnston Rd.,Suite 105 • Charlotte,NC 28226 • (P)704-405-3810 1 Printed by ASC Engineering Page 5 of 27 t y NOTES AND ASSUMPTIONS (cont'd) 8. Individually supported ductwork not designed to carry toxic, highly toxic, or flammable gases or used for smoke control with a cross-sectional area less than 6 ft2[0.557m2]or weighs 17 lbs/ft[248N/m]or less. Provisions must be made to avoid impact of the ductwork with larger ducts or mechanical components or to protect ducts in the event of such impact. SEISMIC FORCE SUMMARY The following ASCE 7 seismic force equations,where applicable, were used herein: 1. Horizontal seismic design force: 0.4apSpslP ' z Fp = 1+2 Wp Fptmax) -1.6SDSIPWP Fp(min) —0.3SOSIPWP Rp hI 2. Vertical seismic design force: Fps=0.2 SosWp WIND FORCE SUMMARY The following ASCE 7 wind force equations, where applicable,were used herein: 1. Velocity pressure: qz,qh=0.00256KzKztKdKeV2(Ib/ft2) [In SI: qz=qh=0.613KzKztKdKeV2(N/m2); V in m/s] 2. Horizontal wind design force for rooftop equipment: FW=gh(GCr)Af 3. Vertical wind uplift force for rooftop equipment: Fwv=gh(GCr)Ar 4. Horizontal wind design force for equipment at grade: FW=gzGCtAf 5. Vertical wind uplift force for equipment at grade: FW =gzGCfAr ATTACHMENT NOTES 1. Attachments exposed to weather conditions or installed in corrosive environments must be either galvanized or stainless steel finish. 2. Anchors must be installed through manufacturer provided mounting holes. If the mounting hole is sized 1/8"diameter larger than the anchor specified on the sheets herein anchors sized to fill the hole must be used. If the unit has more manufacturer provided mounting holes than the anchor quantity specified herein anchors filling the hole shall be installed in the extra holes. If mounting holes are not provided by the unit manufacturer, supplemental mounting brackets must be used for unit restraint (contact ASC Engineering for bracket requirements). 3. Connections to the unit that do not utilize manufacturer provided unit mounting holes must be reviewed and approved by the unit manufacturer. Locations of all welds, bolts, and screws used for anchorage of the unit must be approved by the unit manufacturer prior to installation. ASC Engineering is not responsible for warranty issues created with the unit manufacturer due to the use of welds, bolts, and screws required for anchorage of the unit. SUPPLEMENTAL STEEL&CONNECTION NOTES The following notes are specific to supplemental steel associated with the seismic/wind restraint for the non-structural components specified herein. 1. All structural and miscellaneous steel shall conform to the latest edition of AISC"Specification for the Design, Fabrication& Erection of Structural Steel for Buildings,"and all its supplements. 2. Steel members shall conform to the following. a. W-shapes: ASTM A992 (Fy=50 ksi[348 MPa]) b. Rectangular HSS-shapes: ASTM A500 Grade B(Fy=46 ksi[290 MPa]) c. Pipe: ASTM A53(Fy=35 ksi [241 MPa]) d. Rolled angles, channels, plates, and bars: ASTM A36(Fy=36 ksi[248 MPa]) Stainless Steel Type 304/316 with equivalent material strengths may be used. 3. Welded connections a. Steel: All welding shall comply with AWS D1.1 "Structural Welding Code." Welded connections shall be performed using E70XX electrodes(unless specified otherwise)by AWS certified welders. b. Stainless: All welding shall comply with AWS D1.6"Structural Welding Code-Stainless"by AWS certified welders. c. Provide continuous fillet welds at all contact surfaces unless specified otherwise. All exposed welds shall be ground smooth. 4. Bolted connections to be installed to snug-tight condition in accordance with AISC"Specification for Structural Joints Using ASTM A325 or A490 Bolts"[F-568 Class 4.6&8.8]unless specified otherwise. If specified (or required by the project engineer or owner), all structural steel shall be hot-dipped galvanized according to ASTM 123.All galvanizing damaged by welding shall be repaired by Z.R.C. cold galvanizing paint or approved equals. STRUT NOTES The following notes are specific to strut(i.e. channel)associated with the seismic/wind restraint for the non-structural components specified herein. 1. Basis of design for strut is Caddy Al2(1-5/8"[41 mm]-12 gauge)or B-Line B22 unless specifically noted otherwise; however, approved equals may be utilized. 2. Strut members shall conform to one of the following: a. Plain, Coated &Galvanized: ASTM A1011 (Fy=33 ksi[228 MPa]minimum) ASC Engineering • 10801 Johnston Rd.,Suite 105 • Charlotte,NC 28226 • (P)704-405-3810 Printed by ASC Engineering Page 6 of 27 Y_ g. NOTES AND ASSUMPTIONS (cont'd) b. Stainless Steel Type 304/316: ASTM A240(Fy=33 ksi[228 MPa]minimum) 3. If specified (or required by the project engineer or owner), strut shall be coated, pre-galvanized per ASTM A653, hot-dipped galvanized per ASTM 123, or stainless steel finish. 4. Do not substitute aluminum strut without contacting ASC Engineering.Aluminum strut has reduced design strengths that may not be adequate for seismic/wind restraint. CONCRETE & REINFORCING STEEL NOTES Unless specified otherwise, all concrete specified and detailed herein for the housekeeping pads shall have a minimum compressive strength in 28 days of 3000 psi [20.7MPa](normal weight). All reinforcing rebar shall be ASTM A615, Grade 60. FASTENER NOTES 1. Post installed concrete anchors: a. Per ICC-ES reports for post installed anchors, use of zinc-coated carbon steel anchors is limited to dry, interior conditions. Stainless steel anchors to be used for exterior exposure and damp environments. b. Unless noted otherwise, post installed anchor design based on installation into concrete with a compressive strength in 28 days of 3000 psi (normal weight). All anchorage calculations follow ASC Engineering's interpretation of the design method provided in the referenced codes and standards and appendix D of ACI 318. c. Minimum embedment depths referenced herein relate to the effective embedment(unless indicated otherwise)as defined by the anchor manufacturer. d. The concrete compressive strength must be field verified prior to anchor installation. If it becomes evident that the concrete compressive strength is less than what is specified,ASC Engineering must be contacted and the restraint 61 method must be reevaluated. e. Allowable loads for anchors used for wall mounted applications based on data published by the anchor manufacturer for installation into the face of grout-filled concrete masonry units. f. Post installed anchor installation to follow all manufacturer installation guidelines. If it becomes evident that the field d conditions vary from what is required in the manufacturer provided technical data for the specified anchor,ASC Engineering must be contacted and the restraint method must be re-evaluated. 7 2. Toggle bolts-allowable loads/capacities were based on data published by the manufacturer. 3. Self-drilling screws-allowable loads/capacities were based on manufacturer published performance data. 4. Bolts—design tension and shear strength as indicated herein were determined following the most recent edition of AISC Manual of Steel Construction for bolts subjected to combined tension and shear. 5. Wood lag screws-allowable loads were based on the design approach provided in the American Forest and Paper Association for combined lateral and withdrawal loads. 6. Welds-weld design based on specifications provided in the latest edition of AISC Manual of Steel Construction. f CERTIFICATES OF COMPLIANCE 1. This report has been prepared as project specific restraint design per ASCE 7 and does not constitute a seismic"certificate of compliance". 2. The seismic"certificate of compliance,"also commonly referred to as Component Certifications, refers to documentation provided by the unit manufacturer where: a. Manufacturer certification is provided in lieu of project specific design per ASCE 7. b. Special Seismic Certifications are required for Designated Seismic Systems per ASCE 7. This typically applies to active mechanical&electrical equipment that must remain operable and components containing hazardous 1 substances that must maintain containment. 3. Where required by the Contract Documents, Component Certifications are to be provided by the unit manufacturer. This submittal makes no warranty regarding consistency of the attachment methods specified herein with the mounting configurations that form the basis of the Component Certifications. SPECIAL INSPECTIONS 1. Special Inspections(IBC Chapter 17),when required by the Statement of Special Inspections provided in the Contract Documents, should follow local code requirements. 2. ASC Engineering has provided this report as a sub-consultant of the contractor and therefore cannot provide Special Inspections on the items contained herein. Per IBC Sections 1703& 1704, Special Inspections can only be provided by an approved agency that is independent from the contractor responsible for the work being inspected. 3. The registered design professional(s)in responsible charge should be consulted to understand the Special Inspection requirements for the project and the Special Inspections agency for the project should be contacted to provide required inspections. ASC Engineering • 10801 Johnston Rd.,Suite 105 • Charlotte, NC 28226 • (P)704-405-3810 1. Printed by ASC Engineering Page 7 of 27 • NOTES AND ASSUMPTIONS(cont'd) SYMBOLS The following is a list of symbols with an accompanying definition that may be referenced herein. Symbol Definition D [Wp] Unit operating weight Fcabie-equip Axial tension load applied to seismic cable at brace angle for suspended equipment L Unit length W Unit width H Unit height Wog Unit center of gravity along width (taken as 0.4W unless noted otherwise) Hcg Unit center of gravity along height(taken as 0.5H unless noted otherwise) Lmnt Distance between outermost mounting holes along length (long side)of unit Wmnt Distance between outermost mounting holes along width (short side)of unit N Anchor quantity per unit contributing to restraint of lateral load ap Component Amplification Factor SDS Short Period Spectral Acceleration Ip Component Importance Factor Rp Component Response Modification Factor z/h Ratio of unit height from base Do Overstrength Factor for attachment to concrete EL [Fp] Horizontal seismic force Ev [Fpv] Vertical seismic force Kz Velocity Pressure Exposure Coefficient Kzt Topographic Factor(equal to 1.0) Kd Wind Directionality Factor(equal to 0.85) Ke Ground Elevation Factor(equal to 1.0) V Basic Wind Speed qz Velocity Pressure G Gust Effect Factor Cf Net Force Coefficient GCr-L Horizontal wind force factor for instances where equipment is installed on rooftop structures. (equal to 1.9 unless noted otherwise) GCr-V Vertical wind force factor for instances where equipment is installed on rooftop structures. (equal to 1.5 unless noted otherwise) Af Projected area normal to the horizontal wind force Ar Vertical projected area of equipment on a plane normal to the direction of wind force WL [Fw] Horizontal wind force Wv [Fwv] Vertical wind force ASC Engineering • 10801 Johnston Rd.,Suite 105 Charlotte,NC 28226 • (P)704-405-3810 Printed by ASC Engineering Page 8 of 27 Suspended Equipment i Printed by ASC Engineering Page•GENERAL NOTES(SEISMIC RESTRAINT) B2' 1. SEISMIC RESTRAINT REQUIREMENTS FOLLOW OUR INTERPRETATION OF THE REFERENCED CODE AND STANDARD.NOTHING IS IMPLIED OR SHOULD BE ASSUMED ON OTHER ITEMS RELATED TO THIS REFERENCED PROJECT MECHANICAL SHEET. 2. EVALUATION FOR SEISMIC RESTRAINTS ONLY INCLUDES NEW SYSTEMS DEPICTED ON THE REFERENCED PROJECT DRAWING.SEISMIC RESTRAINT EVALUATION FOR EXISTING SYSTEMS BY OTHERS. 3. DESIGN OF THE SEISMIC RESTRAINT SYSTEM SHOWN HEREIN ONLY INCLUDES THE SPECIFICALLY NOTED SEISMIC BRACING COMPONENTS.THE STRUCTURES ABILITY TO WITHSTAND THE IMPOSED LOADS SHALL BE EVALUATED BY OTHERS. S 4. WHERE DISTRIBUTION SYSTEMS CROSS SEISMIC BUILDING JOINTS OR PASS FROM BUILDING TO BUILDING,THE SYSTEM MUST BE DESIGNED TO ACCEPT THE DIFFERENTIAL DISPLACEMENTS. THE METHOD USED TO ADDRESS THE DIFFERENTIAL DISPLACEMENTS TO BE EVALUATED AND DESIGNED BY OTHERS. 0 5. THE FUNCTIONAL AND PHYSICAL INTERRELATIONSHIP OF ADJACENTLY INSTALLED NON-STRUCTURAL COMPONENTS MUST BE CONSIDERED SUCH THAT FAILURE OF ANY NON-STRUCTURAL COMPONENT DOES NOT CAUSE THE FAILURE OF AN ESSENTIAL NON-STRUCTURAL COMPONENT.REVIEW OF THE ESSENTIAL NON-STRUCTURAL COMPONENTS IN REGARDS TO CONSEQUEN'(IAL DAMAGE(PER SECTION 13.2.3 OF ASCE 7-10)IS OUTSIDE OUR ' - - - SCOPE OF WORK AND MUST BE REVIEWED AND VERIFIED BY OTHERS. 6. ALL SUSPENDED DISTRIBUTION]SYSTEMS NOT DETAILED WITH SEISMIC RESTRAINTS SHALL BE INSTALLED IN A MANNER WHERE PROVISIONS ARE MADE TO AVOID IMPACT WITH ADJACENT COMPONENTS(STRUCTURAL IR NON-STRUCTURAL)OR THE COMPONENT MUST BE PROTECTED IN THE EVENT OPSUCH IMPACT. 7. IF ANY OF THE ASSUMPTIONS NOTED ABOVE OR REFERENCED ELSEWHERE WITHIN THIS REPORT ARE NOT ACCURATE,;THE ENGINEER OF RECORD MUST BE CONTACTED. 8. SEISMIC RESTRAINT LAYOUT(*)MUST BE REVIEWED AND APPROVED BY THE PIPING DESIGN ENGINEER TO VERIFY THE SEISMIC RESTRAINTS DO NOT CREATE CONFLICTS WITH EXPECTED THERMAL EXPANSION OF THE PIPING.EVALUATION AND DESIGN OF THE PIPING SYSTEM TO ACCOMMODATE THERMAL EXPANSION TO BE PROVIDED BY OTHERS.IN AREAS WHERE THERMAL GROWTH IS EXPECTED AND SEISMIC RESTRAINTS ARE SHOWN,SEISMIC RESTRAINT CABLES TO BE INSTALLED WITH ENOUGH SLACK TO ALLOW FOR THE CALCULATED THERMAL EXPANSION. ANCHOR,GUIDE.,AND EXPANSION LOOP DESIGN.UNLESS NOTED OTHERWISE,BY OTHERS. SEISMIC RESTRAINT INSTALLATION NOTES 1. FOR CALCULATION PURPOSES,RESTRAINT ANGLE FROM HORIZONTAL(HI)WITHIN THE SEISMIC CABLE CALCULATION DATA SHOWN ON ACCOMPANYING SHEETS WAS ASSUMED TO BE 50°. SEISMIC CABLE MAY BE INSTALLED WITHIN A BRACE ANGLE RANGE OF 35°-50°AS MEASURED FROM THE HORIZONTAL AS SHOWN IN THE DETAILS.FOR THE BEST RESTRAINT SCENARIO.WE RECOMMEND MAINTAINING A 45°ANGLE WHERE POSSIBLE. IF THE BRACE ANGLE IS OUTSIDER' OF THE 35°-50°RANGE.THE ENGINEER OF RECORD MUST BE CONTACTED AND THE SEISMIC RESTRAINT LAYOUT MUST BE REEVALUATED. /2/C 2. SEISMIC CABLES TO BE INSTALLED FOLLOWING MANUFACTURER'S INSTRUCTIONS. ±, N 3. ROD STIFFENERS(IF REQUIRED)MUST ONLY BE INSTALLED ON HANGER RODS NEAREST THE F. SEISMIC CABLE. 4. SEISMIC RESTRAINTS ARE ONLY REQUIRED AT THE LOCATIONS WHERE SEISMIC CABLES ARE p' SHOWN ON THE ACCOMPANYING SEISMIC CABLE LAYOUT SHEETS. S 7 "L 5. ALL COMPONENTS USED TO SUPPORT THE DEAD LOAD OF THE SUSPENDED DUCT FROM THE kr,424 o STRUCTURE IS OUTSIDE OUR SCOPE OF WORK(PIPING SUPPORT DESIGN BY OTHERS).UNLESS o SPECIFICALLY NOTED OTHERWISE,EVALUATION/DESIGN OF SYSTEMS FOR THERMAL N EXPANSION TO BE PROVIDED BY OTHERS. N 6. MINIMUM ROD DIAMETER FOR.SINGLE RIGID ROD HANGERS TO BE DETERMINED FOLLOWING MSS SP-58 GUIDELINES. o EXEMPTION NOTES(SUSPENDED MECHANICAL PIPING) BASED ON THE SEISMIC DESIGN CLASSIFICATION FOR THE BUILDING,THE FOLLOWING CRITERIA TO BE USED TO DETERMINE MECHANICAL PIPES DEEMED EXEMPT FROM SEISMIC RESTRAINT REQUIREMENTS: a. INDIVIDUALLY SUPPORTED WATER PIPING(Ip 1.0)WITH A NOMINAL PIPE SIZE 3"[80mm]& SMALLER IS EXEMPT FROM SEISMIC RESTRAINT REQUIREMENTS. b. INDIVIDUALLY SUPPORTED GAS PIPING(I,1.5)WITH A NOMINAL PIPE SIZE 1"[25mm]&SMALLER IS EXEMPT FROM SEISMIC RESTRAINT REQUIREMENTS. c. PIPING SUPPORTED BY A TRAPEZE ASSEMBLY WHERE NO SINGLE PIPE EXCEEDS THE LIMITS SET FORTH IN(a)ABOVE AND THE TOTAL WEIGHT OF THE COMPONENTS SUPPORTED BY THE TRAPEZE ASSEMBLY IS LESS THAN 10 LBS/FT[146 N/rn]IS EXEMPT FROM SEISMIC RESTRAINT REQUIREMENTS. IN DETERMINING THE TOTAL WEIGHT OF PIPING ON THE TRAPEZE ASSEMBLY. WEIGHTS FOR SCH.40 STEEL PIPING WAS USED FOR 2-12"(64 mm]AND LARGER AND WEIGHTS z FOR COPPER PIPING WAS USED FOR 2"[50 mm]AND SMALLER. O IN DETERMINING THE SEISMIC RESTRAINT REQUIREMENTS FOR SUSPENDED PIPING,UNLESS I- 30 SPECIFICALLY NOTED OTHERWISE,IT WAS ASSUMED THAT ALL PIPING TO BE INDIVIDUALLY Q < SUPPORTED.IF PIPES ARE SUPPORTED ON A COMMON TRAPEZE ASSEMBLY WITH MULTIPLE PIPES N OR SYSTEMS AND THE TOTAL WEIGHT OF THE SYSTEMS ON THE TRAPEZE ASSEMBLY IS GREATER [— 0 THAN OR EQUAL TO 10 LBS/FT[146 N/m]ADDITIONAL SEISMIC RESTRAINTS WOULD BE REQUIRED. f— z W SEE GENERAL NOTES(SEISMIC RESTRAINT)THIS SHEET FOR ADDITIONAL COMMENTS AND LUG REQUIREMENTS. CY 0 (aD _! 0 > EXEMPTION NOTES(SUSPENDED MECHANICAL DUCTWORK) GO 3 z= K i= BASED ON THE SEISMIC DESIGN CLASSIFICATION FOR THE BUILDING,INDIVIDUALLY SUPPORTED 0 0 Q DUCTWORK THAT MEETS BOTH OF THE FOLLOWING CRITERIA TO BE DEEMED EXEMPT FROM d SEISMIC RESTRAINT REQUIREMENTS. < < F 1. DUCTWORK WITH A CROSS-SECTIONAL AREA LESS THAN 6 FT'[0.557 m'],AND LL O p`g 2. DUCTWORK THAT WEIGHS 20 LBS/FT[292 N/m]OR LESS. d THE EXEMPTION IS BASED ON THE ASSUMPTION THAT NONE OF THE DUCTWORK IS DESIGNED TO LL I w CARRY TOXIC,HIGHLY TOXIC,OR FLAMMABLE GASES OR USED FOR SMOKE CONTROL. ADDITIONALLY.DUCTWORK WEIGHT MAY VARY BASED ON CONSTRUCTION(MATERIAL,GAUGE, 0 co ' INSULATION,ETC.). IF IT IS DETERMINED THAT DUCTWORK MEETING EXEMPTION 1 ABOVE DOES NOT ALSO MEET EXEMPTION 2 ABOVE SYNERGY ENGINEERING MUST BE CONTACTED FOR u�'1 REEVALUATION. t* IN DETERMINING THE SEISMIC RESTRAINT REQUIREMENTS FOR SUSPENDED DUCTWORK,IT WAS ASSUMED THAT ALL DUCT RUNS TO BE INDIVIDUALLY SUPPORTED.IF DUCT RUNS ARE SUPPORTED :o ON A COMMON TRAPEZE ASSEMBLY WITH MULTIPLE DUCT RUNS OR SYSTEMS AND THE TOTAL • WEIGHT OF THE SYSTEMS ON THE TRAPEZE ASSEMBLY IS GREATER THAN OR EQUAL TO 10 LBS/FT • ADDITIONAL SEISMIC RESTRAINT WOULD BE REQUIRED. SEE GENERAL NOTES(SEISMIC RESTRAINT)THIS SHEET FOR ADDITIONAL COMMENTS AND ,.....a.e+Pao.scr. • REQUIREMENTS. 21-6197 w+oicc... 2182119 DRAM BY EXEMPTION NOTES(EQUIPMENT) EJW CMS • SATE • IF A COMPONENT MEETS ONE OF/HE FOLLOWING CRITERIA SEISMIC RESTRAINTS ARE NOT a 17,n2t REQUIRED: SHEET DESCRIPTION 1. THE COMPONENT WEIGHS 20 LBS[9 KG]OR LESS AND IS POSITIVELY ATTACHED TO THE STRUCTURE. 2. THE COMPONENT WEIGHS 400 LBS[181 KG]OR LESS AND IS POSITIVELY ATTACHED TO THE STRUCTURE,THE CENTER OF MASS IS LOCATED 4 FT[1.2M]OR LESS ABOVE THE ADJACENT SEISMIC RESTRAINT FLOOR LEVEL,FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE COMPONENT AND GENERAL NOTES& ASSOCIATED DUCTWORK,PIPING.AND CONDUIT,AND Ip 1,0. 3. THE COMPONENT IS INSTALLED IN-LINE WITH THE DUCT SYSTEM,HAS AN OPERATING WEIGHT DETAILS OF 75 LBS.[34 KG]OR LESS,IS POSITIVELY ATTACHED WITH MECHANICAL FASTENERS TO THE RIGID DUCT ON BOTH SIDES,AND HAS FLEXIBLE CONNECTIONS TO PROVIDE ADEQUATE FLEXIBILITY BETWEEN CONNECTIONS TO PIPING AND CONDUIT. 0 o SEISMIC RESTRAINT REQUIREMENTS FOR: k., \. EF-1,2 k SEISMIC CALCULATION TABLE(SUSPENDED EQUIPMENT) \ <' rraa_at__ \ < UNIT TAG EF-1.2 I r:i,,.. it•' Pool CALDYN ISOLATOR CO-HH30-ET129-CG yyp(Ips) 325 T SEE SHEET SD301 FOR SEISMIC CUSHION STOP(SCS)REOUIREMENTS 2(8 1 25 Remodel SEE SHEET SD3D1 FOR ROD STIFFENER REQUIREMENTS I Ip 1 RP 2.5 on hold k F0(Ibs) 267.2 y GRIPPLE SEISMIC CABLE ( Fw(IbN) 44.5 Z 35�-50 //' G512 1 DSS-RS-2P I0 TYPICAL/ GREEN COLOR CODE Y1 I SIDE VIEW I.! , P 45 < tEl GRIPPLE SEISMIC FASTENER E H > IN 27 m 22 AINT GRIPPLE LOOSE SEISMIC BRACKET k PRODUCT CODEGS12-1055-RS2P 0 0 I& E W 0 �1 I: Fwae<wnc Fp!(cosMl(Ibs) 377.8<396 OK Q i - ! LL a 22 ` SEISMIC KIT QUANTITY 4 } 0 (2 z y ii.11EwR11wi In 0 T 40,50° TYPICAL Q o ce DRAWING REFERENCES Q 0 a '1 H IY a o€ 4<,i SEE THE FOLLOWING SHEETS FOR INSTALLATION DETAILS AND LLI O In GENERAL NOTES REGARDING SEISMIC RESTRAINT COMPONENTS O k 50000-GENERAL NOTES AND DETAILS 0 W 1n SD300-GENERAL SEISMIC RESTRAINT DETAILS 0 1 SD301-ROD STIFFENER CALCULATIONS 8 DETAILS SD400-STRUCTURAL ATTACHMENT DETAILS CO 666 00 ;''. ALL SEISMIC RESTRAINT COMPONENTS TO RE INSTALLED CO LO Li 2./ �� FOLLOWING MANUFACTURER'S INSTALLATION INSTRUCTIONS. //r PLAN VIEW Y / F 21-6197 67.S1d,Ep wo.-,2 2182119 DRAWN er EJW wEC+ED e. CMS n.TE R 17 9091 SHEET DESCRIPTION SEISMIC RESTRAINT DETAILS FOR SUSPENDED EQUIPMENT __, - m _ >, a s mw _ . ATE . �a.� . -TK,N.N-._A.,.��.. ,.� -,- .-.... ._.T..,,-,,..,,,,,,-.��T,ry,-,,-� ,�..> GENERIC BRACE DETAIL _ +a+��+ +� +. O1MOT GENERIC 1 GRIPPLE SEISMIC CODE LEGEND STANDARD STRUCTURAL END FITTING DETAIL STANDARD STRUCTURAL END FITTING DETAIL O' FOR GS70(RED)SEISMIC CABLE FOR GS12(GREEN)SEISMIC CABLE /�.,..— 1 GS10-10E4-S4-2P w u • // \ SEISMIC KIT SEE] —INDICATES KIT AV(2)CABLES 'C//// GSE4 EYELET `GSSS BRACKET G5i25 i 8 FRTINGS PER KIT /� GS19(3/1a') .\ GS25(1l4'1 LOOSE BRACKET 512E ATT CHME THE FOR 4=3ra',S=tTI•,6=5/a,s=3r4-,ta=r o 7 ATTACHMENT REQUIREMENT CABLE LENGTH j OF CABLE TO STRUCTURE FACTORY SWAGE --' 1B is or 2011 re \ % .. COLOR TAG / COLOR TAG END FITTING STYLE ROD STIFFENER E=45'EYELET _ o / ,STANDARD BRACT(SEE DETAIL THIS SHEET) DS=08L STANDARD BRACKET SOO BRACKET SE ANDARD BRACKET // R.RETROFIT BRACKET / ENO FRTING SIZE DS=DBL.STANDARD BRACKET • i .3/8-,5=1/2',6=5/F.6=314".10.1• DR=OBL.RETROFIT BRACKET • • f -I END FITTING TO BE USED AT STRUCTURE 1 ISOMETRIC VIEW - li jff LOOSE BRACKET TO BE USED AT COMPONENT BRACE ANGLE 35'S0" J',Av III (// GRIPPLE BRACKET WASHER REQUIREMENTS ;r''i2j}n"t" o PROVIDE THE FOLLOWING WASHER WITH EACH SEISMIC BRACKET CRIPPLE BRACKET MINIMUM WASHER REQUIREMENTS \ SEISMIC KIT w `CRIPPLE SEISMIC CABLE ] /'/ a w g�� , GSE4,GSSS STANDARD ROUND WASHER C, r- • 7-" GS10 GSR4,GSR5 1-5/8"91/4"THICK SQUARE WASHER ///� — (STANDARD SQUARE FLAT PLATE WASHER FOR STRUT) /�j CRIPPLE SEISMIC FASTENER G555,G556 STANDARD ROUND WASHER i L J GS12 GSRS,GSR6 1-5/8'7,1/4"THICK SQUARE WASHER (STANDARD SQUARE FLAT PLATE WASHER FOR STRUT) GRIPPLE LOOSE BRACKET(GSS OR GSR) GSS6,GSSR STANDARD ROUND WASHER GS19 OVERSIZED RECTANGULAR OR SLOTTED WASHER —WASHER(SEE TABLE THIS SHEET) GSR6,GSRB MEASURING 2-1/4"x 2"x 1/4"THICK(PROVIDED BY GRIPPLE) il DGSSB,DGSS10 STANDARD ROUND WASHER z NOTES: 1. ATTACHMENT OF GRIPPLE LOOSE BRACKET TO STRUT SHOWN FOR SCHEMATIC PURPOSES ONLY.ATTACH TO OTHER COMPONENTS GS25 OVERSIZED RECTANGULAR OR SLOTTED WASHER DGSRB,OGSR10 57R k (EQUIPMENT,TRAPEZE MEMBER,PIPE CLAMP,CLEVIS BOLT,ETC.)AS INDICATED IN ADDITIONAL DETAILS AND WITHIN MANUFACTURER'S MEASURING 2-1/4"x 7'x 1/4"THICK(PROVIDED BY GRIPPLE) '..s,% INSTALLATION GUIDELINES.BRACKET TO BE SECURED TIGHT TO COMPONENT USING WASHER AND NUT AS SHOWN. 2. END FITTINGS SHOWN THIS DETAIL ARE STANDARD SELECTIONS,HOWEVER,DIFFERENT BRACKET(S)MAY BE REQUIRED BASED ON THE BOLT,ROD,OR ANCHOR THEY ARE ATTACHING TO.CONTRACTOR TO FIELD VERIFY SELECTIONS PRIOR TO INSTALLATION. 3. CABLE ORIENTATION FOR DETAILS SHOWN ABOVE REPRESENTS A LATERAL BRACE,ROTATE AND STACK CABLES AS REQUIRED FOR B U LONGITUDINAL AND FOUR WAY BRACES.SEE DETAIL THIS SHEET AND MANUFACTURER'S INSTALLATION GUIDELINES. o 0 O RETROFIT BRACKET ORIENTATION DETAIL O RETROFIT BRACKET INSTALLATION GUIDELINES 0 I • STEP 1 m P LOOSEN NUT AND WASHER(BEE TABLE THIS SHEET) O d V TYPICAL RETROFIT BRACKET INSTALLATION FOR LATERAL BRACESRel • • , ,, TQB�CE _ on hold TYPICAL RETROFIT BRACKET INSTALLATION STEP 2 Z 3& FOR FOUR-WAY BRACES ATTACH RETROFIT BRACKET AND ALIGN 0 IN DIRECTION OF CABLE BRACE F ~ 1"„ TO BRACE J/ - 1 I— > N Fi Q rn ig { aQ/ Q 91 -1, TO BRACE 1� �d ii Q b=Y a E3TYPICAL RETROFIT BRACKET INSTALLATION STEP 3 Q' Q .o FOR LONGITUDINAL BRACES TIGHTEN DOWN NUT ON TOP OF LLI O 1 c SQUARE WASHER AND RETROFIT BRACKET • O inQ Li e fro BRACE U :f to .D 1TO BRACE 21-6197 ns.o,.c«wo.iec*a. 2182119 STRUT SHOWN FOR SCHEMATIC PURPOSES ONLY.SEE GENERAL BRACE THIS SHEET FOR ADDITIONAL COMMENTS. °X"""'•' EJW CHECKED ST CMS DATE 8,17 2021 SHEET DESCRIPTION SEISMIC RESTRAINT DETAILS OROD T TO •STIFFENER DETAILS O SEISMICLE Nor IC CUSHION STOP DETAIL /ROD STIFFENERS ARE ONLY REQUIRED WHEN THE HANGER ROD EXPERIENCES UPLIFT.REFER TO TABLE(S)THIS, GENERAL NOTES. SHEET TO DETERMINE ROD STIFFENER REQUIREMENTS FOR EACH SPECIFIC COMPONENT BASED ON ROD SIZE. MAX.3I8" i. THE CALCULATIONS AND DETAILS SHOWN THIS SHEET ADDRESS ROD STIFFENER IF ROD STIFFENERS ARE REQUIRED,INSTALLATION TO FOLLOW THE DETAILS SHOWN BELOW • • I OPERATING GAP REQUIREMENTS AT SEISMIC BRACE LOCATIONS.THE CALCULATIONS DETERMINE IF A HANGER OPTION#1 OPTION#2 (SEE NOTE BELOW) • ROD IN THE ASSEMBLY EXPERIENCES A COMPRESSIVE LOAD DUE TO THE CALCULATED FOR 3/R"a OPTION RODS ONLY HORIZONTAL AND VERTICAL SEISMIC FORCES APPLIED TO THE SYSTEM(SEE ACCOMPANYING SHEETS FOR SEISMIC FORCE CALCULATIONS FOR EACH COMPONENT).MAXIMUM ROD /CONNECTION METHOD TO 1 [ LENGTHS WITHOUT A STIFFENER WERE DETERMINED USING A SLENDERNESS RATIO(KUr) v a ' STRUCTURE BY OTHERS I L I EQUAL TO 300.IF A HANGER ROD EXPERIENCES COMPRESSION,ROD STIFFENERS TO BE U CONNECTION METHOD TO M // ( STRUCTURAL ATTACHMENT PROVIDED FOLLOWING THE DATA AND DETAILS SHOWN THIS SHEET.ROD STIFFENER to Q STRUCTURE BY OTHERS / X (BY OTHERS) REQUIREMENTS VARY BY COMPONENT TYPE/SIZE,ROD SIZE,AND ROD LENGTH. o M � II -r 7:.i 2. SEE ACCOMPANYING SHEETS FOR SEISMIC FORCE AND RESTRAINT/BRACE CALCULATIONS. +— 9 CADDY Al2 1-5/8"X12 GA STRUT i 3. HANGER RODS TO BE SELECTED FOLLOWING APPLICABLE CODES 8 STANDARDS(I E MSS H / OR APPROVED EQUAL IIII _ ISOLATOR SP-58)AND PROJECT SPECIFICATIONS/DRAWINGS BASED ON COMPONENT SIZE AND WEIGHT. •• / DESIGN/SELECTION OF HANGER RODS AND ASSOCIATED SUPPORT COMPONENTS TO BE MAX 3!8" PROVED BY OTHERS. 4. ROD STIFFENER CALCULATIONS HAVE BEEN PROVIDED FOR 3/8",1/2",5/8",AND 3/4"RODS; CADDY STRUT ROD STIFFENER CLIP OPERATING GAP HOWEVER,EACH ROD SIZE SHOWN IN THE TABLES MAY NOT BE APPLICABLE FOR SUPPORT OF CRIPPLE MODEL RS ROD STIFFENER F PART NUMBER CSBRS37EG IF CALCULATIONS SHOWN THIS A PARTICULAR COMPONENT. • _ - O FOR 3!8",1/7',5/8 3/4"ROD - SHEET' INDICATE HANGER IS IN • - 5. IF ANY OF THE ASSUMPTIONS SHOWN IN THE TABLE ARE NOT-CONSISTENT WITH FIELD ^"' • O q - J (OR APPROVED EQUAL) - w m COMPRESSION INSTALL SEISMIC CONDITIONS THE DESIGN ENGINEER OF RECORD MUST BE CONTACTED AND THE ROD p o • CUSHION STOP(SCS)PROVIDED STIFFENER CALCULATIONS TO BE REEVALUATED. 0 �O ROD SIZE MAX.CLIP SPACING BY ISOLATOR MANUFACTURER oa Og 3/8" 14"ON-CENTER • re • 1/7' 20'ON-CENTER w UNIT MOUNTING POINT,TRAPEZE 5/8" 25"ON-CENTER • ROD STIFFENER AS REQUIRED o MEMBER,OR PIPE HANGER 3/4" 31"ON-CENTER DE CALCULATIONS AND DETAILS ASSEMBLY(BY OTHERS) N UNIT MOUNTING POINT,TRAPEZE - B MEMBER,OR PIPE HANGER NOTES a PROVIDE NUTS AND WASHERS ON -i ASSEMBLY(BY OTHERS) 1. ISOLATOR TO BE INSTALLED WITH MAXIMUM 3/8"OPERATING GAP AT STRUCTURE M BOTH THE TOP AND BOTTOM SIDES / / AS INDICATED. IF OPERATING GAP EXCEEDS 3/8"PROVIDE ADDITIONAL SEISMIC OF THE TRAPEZE MEMBER. x PROVIDE NUTS AND WASHERS ON CUSHION STOP ABOVE ISOLATOR TO MAINTAIN 3/8"CLEARANCE. e< BOTH THE TOP AND BOTTOM SIDES 2. IF SEISMIC CUSHION STOP IS NOT PROVIDED BY THE ISOLATOR MANUFACTURER, OF THE TRAPEZE MEMBER. USE 0.1"THICK(MIN.)x 1-1/4"O.D.(MIN.)WASHER WITH DOUBLE NUTS. '.. ROD STIFFENER EVALUATION FOR SUSPENDED EQUIPMENT(LRFD) T / FOR UNITS WHERE BRACE CONNECTION ISABOVE UNIT CENTER OF GRAVITY n L W H Ito W. H,. T> Cm..r m UNIT TAG(S) N C... �p HANGER ROD CONDITION rD ..4(n) ( On) (i") ( n) (In) (in C ARE ROD STIFFENERS REQUIRED? ?I (Ibs) Qbs) ( ) OW IF(T.+T...r)>(oaCFp,)-.TENSION rod(me:l IF(T..T�,)>(C.*C.p,)—COMPRESSION Ubs) FOR 3/8"RODS FOR 1/2"RODS FOR 5/8"RODS FOR 3/4"RODS k �r -<. x : vim.:.,.... "S. ;Sa.% COMPRESSION 15 ONLY FOR RODS>36" ONLY FOR RODS>46" ONLY FOR RODS>56" ONLY FOR RODS>68" C0 COMPRESSION 6 ONLY FOR RODS>36" ONLY FOR RODS>46" ONLY FOR RODS>56" ONLY FOR RODS>68" ' E 2. •,P• • 4 to •::•• > 6" •6Y •-:•• >.." • •i-•• > "" •. •y - o EF-1.2 36 28 44 23 10 22 4 67 190 10 318 COMPRESSION 72 ONLY FOR RODS>36" ONLY FOR RODS>46" ONLY FOR RODS>56" ONLY FOR RODS>68" •,..: ,/ 12 HANGER ROD ANALYSIS FOR COMPRESSIVE LOADS DUE TO SEISMIC fORCES WITH BRACE CONNECTION ABOVE UNIT CENTER OF GRAVITY f L=LONGEST HORIZONTAL DISTANCE BETWEEN HANGERS �u...•um I W=SHORTEST HORIZONTAL DISTANCE BETWEEN HANGERS CF� _yTw H=UNIT HEIGHT 1 L.,=DISTANCE FROM HANGER TO UNIT C.G.ALONG LONG SIDE awl 1TaVm Ww=DISTANCE FROM HANGER TO UNIT C.G.ALONG SHORT SIDE ® H..=VERTICAL DISTANCE FROM UNIT CO. .TO BRACE CONNECTION 35°-50 N=NUMBER OF HANGERS �.. �. T. 0.9W.( )(W.a/W) ` ...... .. TTo...., ((FcHco)(2L4>]L)(2W /W)I/I(W/2)(N/2II FP I F_ Crw Fw(L../LI(Ww/W) _..- : C>,>F>(tanE) W>... _ MAXIMUM COMPRESSION Craeicm.4=(C...CF_.HT.+T>,( :-;. 4 8 \` ..m z w. o ` o °> Pool HQ g ce z p; • cL LLI O Remodel o ci ,gr. CO o (I W on hold aii • o a 2. =$ fY W O :; o W IQ c o 3 :.. U) co 2 10 - co it 21-6197 ._VO=wv..cr. 2182119 wiwn e.. EJW CHECKED a. CMS cn+c R 17 2021 ROD STIFFENER CALCULATIONS AND DETAILS i \'`\„,,'+:."e,,.„n'iZ+,+,,_..,r.„.,.�'.r.'„.,„...„„',,,,,+*,.rl"±wS...1,,.,_„.... ate«^ 4"4ns.',..„,\b+r.'si - ,... via.,,,,,,,.„wV�� ,,,,_,,.., +'Wv.„3+ccs'SA.,„„„„„w1�.:w,1�2w\:.'ylr..:w1. 'i"S ,_�v 1".�a 4T .. w,,,,,,xc,..vwvv,,.,"+�,:exv'�waFea ,,,.„„.»2+�+.�,,,,,.:'^nw,_tv.'.,„..`S,,,,.„�,,z,,`x,,�.'�.:,.„, w.e.'.c..,, "'¢.�..:.., �:e�cv ',,,,:.ss..�vvrc,,,,,�.,s,,zz,,z,,,s,.,-w`..'w",." 'e., .....,,?w\'.S`V_^. . tin.\ • • O ce 0 POOL Remodel ,, ., on hold or Not Applicable pp 3SJ. 9 SO • /` o o OSEISMIC DETAIL-WOOD ATTACHMENTS-SEISMIC RESTRAINT CABLES NOT TO SCLE WOOD JOIST N o t FENDER WASHER WOOD JOIST 53 FENDER WASHER (2)1/2 GRADE A307 BOLTS 6"O.C. (WOODJOIST B-LINE B22 CHANNEL z Applicable /// (ORND EQUAL)B LONG 0 N STANDARD ROUND WASHER STANDARD ROUND WASHER 3/8'GRADE A307 BOLT 12"B-LINE CAP SCREW H i- < CRIPPLE EYELET END FITTING(GSE4) Irr &CHANNEL NUT 0 > o E G CRIPPLE GSS BRACKET - Q 0 CC FACTORY SWAGE Et in =a CRIPPLE SEISMIC CABLE - CRIPPLE SEISMIC CABLE C - ^n m O is 3 IX CAP SCREW&CHANNEL NUTES TO BE TIGHTENED ❑ Q 62 TO MANUFACTURER SPECIFIED TORQUE GRIPPLE SEISMIC Q �0 O . SEISMIC KIT BRACKET(S) BOLT SIZE BOLT SIZE } G510 CC W w t (RED) GSE4,GS54 APPLICABLE ❑ X GS12 -.. O LJ.I m (GREEN) GSS5 APPLICABLE . SEISMIC RESTRAINT DESIGN DATA GENERAL NOTES . 1_ STRUCTURAL ATTACHMENT DETAILS PROVIDED ON THIS SHEET ONLY ADDRESS THE SEISMIC RESTRAINT ASSEMBLY ATTACHMENT COMPONENTS.THE ATTACHMENT POINT TO THE BUILDING STRUCTURE MUST BE RESTRAINT V<72ATTACHMENT POINT OF SEISMIC CAPABLE OF WITHSTANDING THE CALCULATED POINT LOAD.THE STRUCTURAL ENGINEER OF RECORD CAPACITY DESIGNATION CABLE TO STRUCTURE u •.F•nxui[CrN ' (F LRFD MUST APPROVE THE ATTACHMENT METHOD PRIOR TO INSTALLATION. - 2. ALL ANCHORS AND SEISMIC BRACING COMPONENTS TO BE INSTALLED FOLLOWING MANUFACTURER'S 21-6197 T' �a E r GUIDELINES. GS10 1981bs` 3 THE DETAILS SHOWN ON THIS SHEET WERE INTENDED TO PROVIDE OPTIONS FOR ATTACHMENT OF THE 2182119 (RED) AXIAL TENSION LOAD APPLIED SEISMIC RESTRAINT CABLE TO THE STRUCTURE.ALL OF THE ATTACHMENT DETAILS MAY OR MAY NOT O..e' BE APPLICABLE TO THIS PROJECT. USE ONLY THE ATTACHMENT METHODS THAT CORRESPOND TO THE EJW TO SEISMIC CABLE AT BRACE CABLE DESIGNATION SPECIFIED ON THE ACCOMPANYING SEISMIC CALCULATIONS AND THE STRUCTURE cNcL.w a. G512 3961bs.` ANGLE(F�,y,,F;d z,8 Fcp„,„pod CMS (GREEN) TYPE DESCRIBED HEREIN.IF THE STRUCTURAL COMPONENT IS DIFFERENT THAN THE DETAILS SHOWN o.r, HEREIN,THE ENGINEER OF RECORD MUST BE CONTACTED FOR REVIEW. a 17 7071 GSi9' IIORIZONTAL SEISMIC 4. CONCRETE ANCHORAGE CAPACITIES WERE BASED ON VERIFICATION CALCULATIONS USING HILTI SHEET DESs-awnoH (YELLOW) 2100 Ibs.' 0 a DESIGN FORCE(Fp) PROFIS ANCHOR SOFTWARE AND TECHNICAL DATA PUBLISHED BV HILTI.THE SELECTED ANCHORS ` MEET THE DESIGN REQUIREMENTS SET FORTH BY ASCE 7 AND ACI 318. 5. PRYING EFFECTS WERE ACCOUNTED FOR IN CONCRETE ANCHORAGE CALCULATIONS PER SECTION GS25' 3374 lb,.d1 FI,c,BRACE ANGLES 13.4.3 OF ASCE 7.LOCATE STEEL REINFORCINGREBAR WITHIN CONCRETE SLABS PRIOR TO DRILLING. (PURPLE) MAINTAIN A MINIMUM EDGE DISTANCE OF 8"FOR ALL CONCRETE ANCHORS. SEISMIC RESTRAINT STRUCTURAL AS INDICATED IN ACCOMPANYING CALCULATION SHEETS AND DETAILS.THE FOLLOWING ATTACHMENT DETAILS CALCULATED VALUES WERE UTILIZED WHEN SELECTING THE RESTRAINT ASSEMBLIES. • FOR INDIVIDUALLY SUPPORTED PIPE&CONDUIT Epp,WAS COMPARED TO Fcy,r • FOR DUCTWORK&COMPONENTS ON A TRAPEZE.F_WAS COMPARED TO F„yez • FOR SUSPENDED EQUIPMENT.F..,.,-WAS COMPARED TO F....._-.. Page 14 of 27 • Manufacturer's Data Sheets Printed by ASC Engineering ..,„. ,,.,,. ...., .......,. .. ..,:., ....,,,r ,. ,, r,r ,er..,.rwu+wk•usuo,...us.+e,..0 .• usa �. +rr.;wr.rxxuaw.xuurr�uusut wewr r. Page 15 of 27 Caolc Bracing t The System 1.)le Seismic Cable Bracing Systems are specifically designed and engineered to brace and secure suspended nonstructural equipment(VAV boxes, fans, unit heaters, small in-line pumps, etc.)and components(HVAC duct, conduit/cable tray, and piping)within a building or structure to minimize damage from an earthquake or a seismic event. Gripple Seismic Bracing systems are ideal for use on nonstructural components and equipment requiring seismic design, such as in essential facilities that are required for emergency operations in the aftermath of an earthquake. Gripple Seismic Cable Bracing Systems offer the following advantages: • Complete pre-engineered systems • Can be used in a variety of bracing configurations • No field swaging of cables (transverse, longitudinal, 4-way) 'f • Up to 10 times faster to install • OSHPD OPA 2123-10 approval (GS10, GS12, and • No tools required GS19 systems) • • Color coding allows easy field verification from SMACNA verified the ground • Successfully tested for UL NEBS GR 63 Core • Suitable for new or retrofit installations Certification Complete bracing kits include a length of cable with pre-attached end fitting, color-coded tag, Cripple Seismic fastener, and standard or retrofit:bracket. Four kit sizes are available: was , 0 '',4,- ) '.',1'• int• , ',4 .,' ,, 40 go, „zz. i , - , ,, q,,,,, ..:,,q,i7/- / , ,,, Kiter, ‘' 1 GS10 )' Yo Tag Color Red Green i Yellow 1 Purple Design Strength (LRFD*) 350 lbs 1,050 lbs 2,100 lbs 3,850 lbs Load and Resistance Factor Design 3 ti s ' q� gg ' Transverse bracing Longitudinal bracing 4-Way bracing i , , i , 8 , A Printed by ASC Engineering . . Page m mz7 ° � ^ Components � There are four GrippleO Seismic cable bracing kit sizes available, each with its own Load and Resistance Factor Deagn0JRF[0. selection ofcable lengths, pre-attached end fittings, and bracket. Au par of our Engineering services, Gripple will ensure that the bracing meets the seismic design requirements of the nonstructural components ao related to weight loads and types ofconnections. Complete Cable Bracing Kits include the following components: Gr'pp|eO Seismic Cable Break strength certified, pre-stretched Gripple"Seismic cable.Available in lengths of 1 Oft, 15ft, and 20ft. �� __- �_�� / |`[�'tf' ODc E=45" Eyelet S Standard Bracket DS Double Standard Bracket W Zinc plated copper ferrules *w/Zinc plated copper ferrules �n| Coded uu/O� u��u� .u� Pre+ayaemb|eduo|oroodedtaQforatfachingzoceb|efnreaayhe|dvehOcationofuab|ediom*gec T G81O= Red, 8S12 =Green, 881A =Yellow, 8825= Purple / G 'OD|e Seismic 4 - Luuuu B�.�ouu,u^"��� � Standard or Retrofit.Bracket in � Single or Double Braoke1 con Mgum�iono� | i Standard Bracket Printed by ASC Engineering Page 17 of 27 r " ' Comoonent Dimensions Gripple®Seismic Fastener .-C A / or=). 1.111F)1 6R.%PPL E' H L....._.. 1111111F B ►'; .�°it i Dimensions Cable` r Brace Size A C Construction 1 GS1O 5/64" cable 1 9/64" 2 15/16" 33/64" 7x7 41 GS12 1/8" cable 1 9/64" 3 1/4u 35/64" 7x7 li GS19 3/16" cable 1 11/32" 3 3/4" /4 9/16" 7x19 GS25 1/4" cable 1 23/32 4 23/32" 11/16.. 7x19 1 1 1 Eyelet End Fitting A? 1 C \ 45° A 0 D WI bilgm 1 z 1 Dimensions Eyelet Size A 1 8 I CO I D I E GSE4 1 u 1 29/32" 53/64" 7/16" 1/8" a i J 10 Printed by ASC Engineering 1 ,. Page 18 of 27 A ' ' Standard Bracket ril 0 / • cOP°S. CD40' 0 CD vary accord 1 D4 to hole size !4F---B----10.- Standard Dimensions Bracket Size A B C 0 I Do E GSS4 25/32. 1 9/15" 1 9/15n 7/15" GSS5 13/16" 1 9/16" 1 21/32. 9/16" _ 5/32" GSS6 13/15" 1 9/15n 1 21/32" 11/15" 5/32n GSS8 1" 1 31/32" 1 31/32" 13/16" ......._ GSS1 0 1 1/16" 1 31/32" 1 31/32" 1 5/64" 5/32" Retrofit Bracket © I i 1 1 GSR4TillilD I 4 ,o01111111111Lir B . 41 Codewffl / I CRIPPLE vary according to hole size . ; 4-11.-F Retrofit Dimensions ... ___ Bracket Size A ---B I C I 0 I E 1 F I G GSR4 3 45/64" 2 9/16" 1 31/32" 7/16" 1 17/64" , 45/64" 1/411 GSR5 3 3/4" 2 41/64" 1 31/32" 9/16" 1 19/64" 45/64" 1/411 .GSR6 3 3/ _4" 2 41/64" 1 31/32" 11/16" 1 19/64" 45/64" 1/4" ., ., . GSR8 4 9/64" 3 1/16" 2 1/4" 13/16" 1 3/6" 55/64" 1/4" . . GSR1 0 9 7/16" 1 31/32 3 5/16" 1 1/16" 1 17/32" 29/32. 1/4" ,.. 1 I Printed by ASC Engineering Page 19 of 27 r m l Kit Codes .n.. S''447, `Pr1 ft I g�F Yr_-- rr�". 3z.. I 'rF.._> S d 3ehtde' � rforriSS 'i ipple Rod/ r „Ahn �s h 0r., I Serlirmic I Structural Product �ismrc } t_erbgth I Braukut Attachment Cock ` it Size I ) i 1 Size l Standard " je' GS10 10E4 S4 2P ' /" GS12-10E4-S4-2P 10ft z' GS10 10S5 S5 2P 1 Standard iz GS12-10S5-S5-2P ;rofii,Ro 3 " GS10-10E4-R4-2P 10ft 5is" GS12-10S6-S6-2P I z GS10 10S5-R5-2P i ye" GS12-10E4 R4 2P G51li `, f 8 GS10-15E4-S4-2P h t,c i Yz" GS12-10S5 R5 2P Standard • -z' GS10-15S5-S5-2P 4�" GS12 1056 R6 2P ; 15ft Lii 1? it 3 " GS10 15E4 R4 2P .,. --..: 1 __._. 3'e" GS12-15E4-S4-2P ',/s" GS10-15S5 R5 2P Standard '.2' GS12-15S5-S5-2P %. GS10-20E4 S4 2P ,'e" GS12-15S6-S6-2P i Standard 15ft - - -i-. i '"z" GS10-2055 S5 2P ,, 4,;', %" GS12-15E4-R4-2P 20ft --..._.___ 4 k? 3/e" GS10 20E4 R4 2P V Retrofit /" ! GS12-15S5,R5-2P `jot.rot i1 Yz" GS10-20S5-R5-2P - 7s" GS12-15S6-R6-2P -- r __3 ----._- 3/e" GS12-20E4 S4 2P /e GS19-10S4-S4-2P GS12-20S5-S5-2P _Standard ',�" /;" GS19-10S5-S5-2P i $ -' Standard -— - - 5A" GS12-20S6-S6-2P 5/s' GS19-10S6-S6-2P 20ft . ., .___... %^ GS12 20E4-R4-2P 3a" GS19-10S8-S8-2P oyj r ` , -' 10ft (t t tt it z" GS12-20S5-R5-2P 3/e" GS19-10S4-R4-2P i + r3,!,,�,.`?,... 5/e" ':. GS12-20S6-S6-2P z GS19 10S5 R5 2P I ., __.. ___ .... Retrofit f....................................... .. _. _5/e GS19 10S6 R6 2P ' a 34" GS19-10S8 R8 2P Standard , 3/<" 1 GS25 10DS8 DS8 2P 1" GS25-10DS10 DS10-2P i 3/e" GS19-15S4 S4 2P ' '-='_.� 10ft _...-t----__. ---------.__ i Yz GS19 15S5 S5 2P 5B" GS25-10DS6-DR6-2P Standard - -_.__ __.,.. .-. ... Rot otil _- 3,<" GS25-10DS8-DR8-2P I /e" GS19-15S6-S6-2P j ,4" GS19-15S8-S8-2P ¢ ._..._.- _--__ __.___. 1' t GS25-10DS10-DR10-2P j 15ft �._..__.____________.._.__ 5g' GS25-15DS6-DS6-2P are" GS19-15S4-R4-2P40§2 ------ ----- - _l — Standard 3,a-'............................ . l GS25-15D_._S8-DS8-2P iz' GS19 15S5 R5-2P Retrofit ram • 15f 1" GS25-15DS10-DS10-2P %" GS19-15S6-R6-2P 3. S" GS25-15DS6DR62Pw GS19 15S8-R8-2P t R it 3 ' GS25 15DS8 DR8 2P........................... .. " GS1920S4-S4-2P ' 1" GS25-15DS10 DR10 2P " GS19-20S5-S5-2P �' - "" _-"""' 5-�---______ Standard - + e GS25-20DS6 DS6 2P F , %" GS19 20S6 S6-2P Standard 3/4" GS25 20DS8 DS8 2P GS19-20S8-S8-2P ' ,,, 1" !GS25 20DS10 DS10 2P 20ft __ _.______ I 20ft -.1--- y 3e" GS19-20S4-R4-2P 5e 4 GS25 20DS6 DR6 2P 1 Retrofit z'......................GS19-20S5 R5 2P f et u i 3S GS25 20DS8 DR8 2P GS19-20S6-R6 2P a 'y-, _ 1" GS25 20DS10 DR10 2P 1 I 34" GS19-20S8-R8-2P Load and Resistance Factor Design Example Code: 1 1 ill ill i 2 - : . . 0 11',:;;11,1 - : .:-.- .' -, Cable Size Cable Length End Fitting End Fitting Size Style of Loose Bracket Loose Bracket Size GS10=5/64" 10 ft E=45°Eyelet 4=3/8 S=Standard Bracket 4=3/8" GS12=1/8" 15 ft S=Standard Single Bracket 5=1/2" R:::.?etrof"Brai;l:rt 5=1/2" GS19=3/16" 20 ft DS=Standard Double Bracket 6=5/8" DS=Double Standard Bracket 6=5/8" .f+ GS25=1/4" 8=3/4" ',DR-Daub€e Retrofit Br,fi kot 8=3/4" 10=1 (Double brackets for GS25 only) 10=1" Gripplea Seismic Technical Installation manual should be consulted when designing or installing Gripple Seismic bracing kits. ' 12 � I Printed by ASC Engineering 1 9 Page 20 of 27 • Rod Stiffener 'CRIPPLE 340 1 An innovative alternative to stiffening threaded rod without using struts, pipes or clamps 1 r r FEATURES / BENEFITS Id • Faster Installation Time - Up to 2 minutes quicker per 3 foot installation P • Lightweight Solution - Up to 80% lighter than strut/pipe&clamp methods. 1 • No Tools Required -Click and connect mechanism • Enhances Health&Safety- Lighter products and a reduction in time working at height to install ensures a safer working environment. i • Versatile Design -The addition of'Crush Tooth' allow Gripple's Rod Stiffener to be installed on 3/8"and 1/2"threaded rod. • 'Out of the Box' Installation - Removes the need to cut steel strut/pipe 14, INSTALLATION &ADJUSTMENT 1 l .' 2 wA,. �.P 4 Y ✓-15cm/6' l 1 , IL ' tASS(irnblO approu izt .mlxx of,o rpc,. c:' ,1:le,,rod,.:rvr. Rotate each individual component until a hard stop is reached. Ensure a coupling is present at either end of the assembly. 1 1 SPECIFICATION SUBMITTAL INFORMATION Rod range: 3/8"and 1/2" i t t Material: C E Polypropylene(PP), 22%Glass Filled Polypropylene(22GFPP) 0 IT Weight: i Body piece A ► ♦— D —► 6oz/170grm // B ► Coupling piece 3oz/88grm Weight per ft 17 oz/ft/1.6 kg/m ,a“-vi l ;,ii f:;�nj U inn) },nP) Approvals: 4.75 6,7 o2,15 2.15 e2.2 UL2043 Plenum For more information please contact us or visit www.gripple.com r i PI-RODSTIFFENER-US t www.gripple.com 0' I f ® ..41 ® tof ! 41 . �I le1 4 P Gripples policy is one of continuous development and innovation. Gripple Inc 11611 Emily Lane I Aurora,IL 60502 USA �Ia o+nc .:, .:. . ,., Tel 1 630 406 0600 Fax 1 630 406 0664 Email grippleinc@gripple.com 0 Printed by ASC Engineering /, if Page 21 of 27 } Rod Stiffener Aj37012YPPLE 9 47 LOAD CAPABILITIES The Gripple Rod Stiffener is used to stiffen threaded rod against vertical compression. Rod size i Drop length Load€atu (Ike tStiffenec 2 3122 2 3 2746 6 2371 g 29 1995 R 3 1619 1 3 3" 1429 1/2" 3 6' 1238 3'9„ 1048 4 857 / 4'3" 778 4 6 699 r '/ 4 9 620 it 5 541 it 2' 1708 -, 2'3" 1496 rit 3 6 283 2 9 1071 3 858 a 3'3" 783 1 3/8" 3'6 708 3 9 633 4 558 4 3 501 4'6" 444 4 9 386.. 5 329 \ l a A1 A 3 MAXIMUM ALLOWABLE THREADED ROD LENGTH 1 WITHOUT STIFFENER SECTION A-A ROD STFFENER USAGE TABLE ...� Roo SIZE(IxMAX.ALLOWABLE ROD LENGTH PIPE/DUCT TRAPEZE <e PIPE/DUCT TRAPEZE wiHou STIFFENER lnj 3/8 19 1/2 23 3,4 31 b 43 2 in.MIN. 2 in.MIN. •t-- 1 49 1-3/8 55 A 1-1/4 62 A 1 PI-RODSTIFFENER-US ►®' 0 0 11 www.gripple.com Gripple Inc 11611 Emily Lane I Aurora, IL 60502 USA t Cripples policy is one of continuous development and innovation. ,::, :,. Tel 1 630 406 0600 Fax 1 630 406 0664 Email grippleinc@gripple.com Printed by ASC Engineering Page 22 of 27 A 3.1 Seismic Brace Installation / Basic Brace Layout Attachment to structure 1 Gripple cable end fitting(GSE or GSS bracket), '7 See Section 4 for Anchorage. t, Select bracket based on anchor diameter. ,1 r r I ? Break strength certified, ' pre-stretched Gripple i Seismic Cable 7 '$ alb Gripple Seismic Fastener t (GS10,GS12,GS19) / Color tag S Hanger rod with stiffener as required A'' See Section 3.5 $j/ \ i ` r ' ,, Brace angle i 30°-60° i x ' f - \Attachment to equipment/strut Gripple GSS or GSR Bracket. Select size based on hanger rod diameter. Washer Strut(by others) See Section 3.4 APPROVED � #, �GR/PPLE, Axed Equipment Anch©rage , ----dESSI Office of Statee ie Health Planning and 3evelr5pt1e+lf / R\ 2, et 1 �� , �h'} �? �{ (� i GRIPPLE® T.001.630 406.0600 " PA 2 2�- � ``- 1611 EMILY LANE F:001.800.6540689 xi„Zy ? Pre..,P2r�a 31 =ur, m;bsu,,,,q, <' m AURORA,ILLINOIS '" •• " I n> ®:�' i y8,.t ,,g r 60502, U.S.A. ©GRIPPLE®2013 ' , www.grippleseismic.com t1 C�V� ��� l��F PAGE ' 12-Feb 2013 1 !r 2� rFi W.Mr ,c+, Jeffrey Y KIku no#w oa; f�A SM�AC�HA' 21 2 12.-i ‹ ems 2/12/13 IPrinted by ASC Engineering Page 23 of 27 3.2 Seismic Brace Installation / Seismic Fastener Installation 1 2. ' iii ,-( ...,tiiii.6.4.. . :, / -)1 / /J / 1. Thread the tail end of the cable through the 2. Thread the cable through the hole of the first channel of the Gripple Seismic Fastener. Gripple Seismic Bracket r t 3. 4. 1 i ,i41 f ': 010 1 0 -----,-.) 3. Thread the cable back through the second channel of the Gripple Fastener. A 2"tail is recommended for any 1/ future adjustments. Hand-tighten GS10&GS12 cables to remove all slack. Pretension GS19 cables to 110 lbs 4. Hand-tighten the locking bolts until tight. 1 (50 kg setting)using the Gripple Tensioning Tool. For Installation of the Gripple Seismic Brace is 1 spring isolated equipment,leave 1/8"visible sag in the complete. cable. APPROVED �GR/PPLE Fixed Equipment Anchorage 55 i7,' • 1 t office or 5t�tet�ld�Health Planningam Development ,1 S 49 W y'� h �y rryy .g f/. GRIPPLE T:001 630 406 0600 t,71440. 7PA-2 G -t r'^ 4 j? 1611 EMILY LANE F:001 800.654.0689 t M:' P 49,0.ast rat 1.144xger !� III' t Yw^? AURORA,ILLINOIS ant' �'� *F `T t $1$ 60502, U.S.A. ©GRIPPLE®2013 t :� , ', . EK,,.31. i w F/ www.grippleseismic.com J :'IV�� �� " �,.,E ME E PAGE { z- b-z , � , s�,''nxA 22 0, t6. a'9., Jeffrey V Kik umoto 991,, 2-i t-i --Art,- 1 2/12/13 Printed by ASC Engineering h Page 24 of 27 i Y. Strut Channel Type A, Solid 1 9 / { f 9 P i • Cold formed channel,solid • Strut channels for heavy applications 4 • For individual fastening or for efficiently constructing pipe or tube routes t a —w n — Fr r 2 / 1 Material:Steel t I Finish: Pregalvanized Length Height Width Thickness Part Number L H' W T A 9, A121000PG 10' 1 5/8" 1 5/8" 12 GA 8" A141000PG 10' 1 5/8" 1 5/8" 14 GA 7/8' 7 a 9 / J 9 i t at t 1 i A 4 9 I F t ttt4 WARNING nVent products shall be installed and used only as indicated in nVent's product instruction sheets and training materials.Instruction sheets are available at www.erico.com and from z your nVent customer service representative.Improper installation,misuse,misapplication or other failure to completely follow nVent's instructions and warnings may cause product 9 malfunction,property damage,serious bodily injury and death and/or void your warranty. ©2021 nVent All rights reserved 4 nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. 9 } IF nVent r .........................CADDY,. ,1 Printed by ASC Engineering Page 25 of 27 g r f .. Strut Rod Stiffener l �a 4 � i : IIII41I! / �� (p Et ., • Secures strut channel to threaded rod for stiffening 4 f — as =II i 1 ger 1 Material:Steel Finish: Electrogatvanized Part Number Strut Type Rod Size RS CSBRS37EG A Il 5/8"x 1 5/8"I 3/8",1/2",5/8",3/4" 1 r 1 1 i ,r 1 A a j 3 WARNING nVent products shalt be installed and used only as indicated in nVent's product instruction sheets and training materials.Instruction sheets are available at www.erico.com and from your nVent customer service representative.Improper installation,misuse,misapplication or other failure to completely follow nVent's instructions and warnings may cause product 7 malfunction,property damage,serious bodily injury and death and/or void your warranty. + ©2021 nVent All rights reserved nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. nVent CADDY Printed by ASC Engineering 1 Page 26 of 27 ., ,, • BASIC HANGER *EXTRA STRENGTH HANGER HH30 ET42-ET1326 NEOPRENE SLEEVE DETAIL HH30 E1612-E4920 MRD-----„_' \ Spring Channel ��MRD Neoprene •/ _ 7 - � 1 �.,- S / Deflection .... Hanger Rod Indicator poi �, Neoprene Vertical Option ( I ) Sleeve Centerline ��t II - b ‘01%40'‘I;, �► - S`� s v 1 / Neoprene \� ��� See Neoprene �. �� L �� Sleeve Detail j� �i ^ Deflection �� .� ^� r'�, Pre-compression Indicator s� ��--�6 ‘111i �,** Plate, Rod, Nuts Option ( I ) �� 0 Op W and Washers See Neoprene 4/ `� �: Option (R) Sleeve Detail I� �� S rin ,O rdi p g Hanger RodWO Steel Vertical Centerline Pre-compression Washer Plate, Rod, Nuts and Washers Option (R) Neoprene Sleeve ** OD NEOPRENE SLEEVE DETAIL v g PICAL CALLOUT -----�w�:+.er.e► -- ►^�ww►---- ►+�— HH30 ET 129 - R I ** Type HH30 is used where uncertain alignment (Type)- (Load)-(Options) is anticipated during installation. At rated load the hanger rod will operated to a full 15°tilt in HANGER LOCATION HH30 DIMENSIONS (Inches) any direction from vertical centerline. Max. Load A B (Lbs) S W L MRD OD Spring rated deflection is 1"+ Neoprene ET20 rated Deflection 1/2"= 1-1/2"deflection. ET42 6-1/2 3-5/8 2-1/2 1/2 ET80 1/2 ET129 *The housings of these units are C D ET194 ET255 7-1/2 4 3 specially reinforced for extra strength. 3/4 HANGER HANGER ET347 8_1/2 5-5/16 4-1/4 5/8 All housing sizes have been tested to SELECTION LOCATION ET473 ET667 carry 5 times maximum load without failure. . 3/4 HH3 0-ET12 9 A thru D ET940 10 5-7/8 4-3/4 7/8 4, **The pre-compression rod is furnished with ET1326 7/8 units which have the"R"option specify Rod E1612* E2060* 3 Diameter.This rod will extend about 3"below E2460* 11-1/4 10 4 1 the Neoprene sleeve. E2980* 1 1 4 Maximum Rod Diameter(MRD) E4920* 12 9-1/2 7 Threaded rod, nuts and washers by others. Sets of 4 1 ` JOB: Dwg. No. Date TYPE CA F 1 F596 01/03/14 HH30 Courtyard Marriott PREP By: Date CUSTOMER: CALIFORNIA DYNAMICS CORPORATION 15° Tilt 5572 ALHAMBRA AVE.LOS ANGELES CA,90032 CHKD By. Date 1-1/2" DEFLECTION PH 323-223-3882 FAX 323-223-7941 Gripple email:caldyn@earthlink.net TAG: COMBINATION "CALL US- TO SET THINGS RIGHT" HANGER Assoc.Member "I` EF-l, 2 DO NOT SCALE DRAWING SPRING & NEOPRENE Printed by ASC Engineering Page 27 of 27 r+ 'a EXISTING EXHAUST FANS(EF 1-2) SUBMITTAL/TECHNICAL DATA Printed by ASC Engineering ACME Belt and Direct Drive In-Line Centrifugals a - Models XB and XD Est.1938 Includes the following ModellOptions XB General Ventilation Belt Drive XD General Ventilation Direct Drive •XBA General Ventilation Belt Drive Aluminum XDA General Ventilation Direct Drive Aluminum Models XD and XB are square in-line centrifugal fans designed Construction Features to eliminate costly round to square ductwork transitions with the flexibility of any angle operation. XD is direct driven and XB is Housing belt driven. Model XD is available in five sizes with capacities • Heavy duty galvanized steel construction up to 5445 CFM and up to 1 3/4"static pressure. Model XB is • Removable side panels on both sides for easy access and available in eight sizes with capacities up to 28,332 CFM and up serviceability to 2 1/2"static pressure. AMCA"B"spark resistant construction • Fully gasketed and bolted access panels provide weather is standard on both models. The XD is suitable for airstream protection x temperatures up to 140°F and the XB up to 200°F. Centrifugal Wheel E a , • Aluminum construction with backward curved hollow airfoil blades t ,� ) • Non-overloading design for safe operation 'YEAR �1 • Precision balanced for smooth vibration free operation 1 COMPREHENSIVE BEARING&SHAFT Bearings WARRANTY WARRANTY • Permanently lubricated in Acme D.S. pillow block housing e * • Bearings are resiliently mounted in neoprene rings 1 4 "" ,,,,'' • Rated at L50 life of 200,000 hours * n • 5 year limited warranty on Acme D.S. pillow block bearings � � _, �� I. • Pillow block bearings are standard on XB425 y ' f Drive Assembly 1 � zi ���� * • Located out of the airstream • Cast iron drives sized for 150%of drive horsepower • Static free, oil and heat resistant belts Ili * • Continuous duty motors located outside the airstream , " • ricated ball bearings Options/Accessories • Solid State Speed Controllers Standard Construction Features XB XBA XD XDA • Dampers • Coatings Galvanized Steel Construction x x • Guards/Covers Aluminum Construction x x • Isolators ...+ Bolt on Access Panels x x x x • Filter box Aumiilnum Backward Curved Hollow Airfoil x x x x • Side Discharge Flange Integral Duct Collars on inlet and • Insulated Housing Discharge x x x x Bearings L50 life of 200,000 hours x x EC Motors(ECM technology) x x Continuous Duty Motors x x x x Motor out of airstream x x x x NEMA I Disconnect or Plug* x x x x AMCA B Spark Resistant Construction x x x x UL705 x x x x *Fans with EXP motors receive an EXP disconnect not mounted or wired Listed models are available in all sizes and performance ranges except XBA max size is 365 For submittals,detailed air and sound information,available options and accessories,please go to FANtastic!•Commercial www.acmefan.com. 'omca I Acme Engineering&ManufacturingCorporation certifies a`•rxOS,/. that the models shown herein are licensed to bear the U.L.705 Listed $0 CSA Certified �oano AMCA seal.The ratings shown are based on tests C US _EL, and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311 and comply „•,,�., with the requirements of the AMCA Certified Ratings Consult your Acme representative for availability. Program. 1 Page 56 ACME Belt and Direct Drive In-Line Centrifugals Models XB and XD Est. 1938 .ei:Cover Iontlohar ,,T -► E Hi- DIMENSIONS DIMENSIONS --sH F.. Model A B Max. ax C D. E F G XB090 14.00 18.56 12.12 4.06 NA NA NA D NI I -p goo XB120 17.88 24.88 11.19 .25 NA NA NA 1 -� / T ___ __ ___..__-_C XB137 20.50 28.13 11.19 .25 NA NA NA i * XB161 24.25 32.69 13.69 .50 NA NA NA XB200 30.00 39.75 13.69 1 .50 NA NA NA ] \--J XB245 36.75 48.06 13.69 1 .50 NA NA NA `-� XB300 45.00 58.31 16.38 2 .00 NA NA NA A / a A C/ y_J X8365 54.75 71.06 16.38 2 00 NA NA NA A -p p•=> sa. X8425 63.88 72.75 13.88 1 8 NA NA NA SQ \-1: \ p XD100 14.00 18.62 NA 3.00 3.00 3.50 • �1 o XD120 17.88 24.88 NA 4.00 2.00 4.00 i i ' XD137 20.50 28.12 NA N 500 2.00 4.00 X0161 24.25 32.63 NA , N 4 00 3.00 4.25 B 4 4B t XD200 30.00 39.75 NA N 5,00 3.00 4.50 Dimensions are shown in inches. i ° p ° a• o • 1 `> FLOW �� FILTER BOX and FILTER DIMENSIONS(In.) FAN MODEL • ° A XD XB A B C D FILTER SIZE OTY FILTER AREA FT' 4a 100 90 14.00 18.56 18.56 37.13 11.5 x 13.5 2 2 16 el �` 120 120 17.88 24.88 24.88 49.75 15.5 x 19.5 2 4.19 ra , g • • o - i 137 137 20.50 28.13 28.13 56.25 24 x 18.4 2 6.13 <^a+ i 1 J 161 161 24.25 32.69 32.69 65.38 21.9 x 28.5 2 6.66 'a C I B 200 200 30.00 39.75 39.75 79.50 27.5 x 36 2 13.75 1-lkN g - 245 36.75 48.06 48.06 96.13 34.25 x 44.25 2 21 05 _ 8 300 45.00 58.31 58.31 116.63 42 x 55 2 32 08 I - 365 54.75 71.06 71.06 142.13 52 x 69.5 2 50.19 _ A - 425 Not Available ] 1. D { Filter box available in aluminum or galvanized steeel. 1"and 2"aluminum and 2"paper filters available on " .o�,.. all model sizes;1"paper filters available on model sizes 100-200 only. ,, 7 FLOW / 2��4.. > ` ` 1I 111 A #�I" I i mini II �l1'iii ,,f r y ( ID FAN MODEL DIAMETER d _� �_ ril 0 XD XB ORIFICE(In.) ig mi 100 90 9.50 120 120 11.50 137 137 161 13.50 161 16.50 L11-4200 20020.00 - 245 24.50 300 30.00 - 365 37.00 - 425 39.00 INLET SIDE Typical drawings for dimensional purposes only,which are correct within limits suitable for normal installation requirements,and do not necessarily show actual construction. I I Page 57 74 •14, { s-,. •• Y R XB200 P 4 PERFORMANCE DATA CFM and Sones vs.Static Pressure 47 L 0.125" s 0.250" ' 0.375" l 0.500" I 0.625" i 0.750" 1.000" 1.250" 1.500" 1.750" 2.000" 2.250" RPM 4 BHP ISones' BHP ISones BHP Sonesi BHP ISones BHP 1Sones BHP Sonesi BHP[Sones: BHP Bones! BHP Sone& BHP Sones- BHPTSones BHP TSones • 2567 2223 1378 . 614 r __ 0.18 6.4 ..._0.19 6.2 .;....0.16 5.5 z. t. .. ._......... ... .. ............... 2857 2554 : 2193 789 • i.... 670 023 80 ' 0.248 - 0257.301564 I i 3163 2889 2589 i 1956 __499 • IO 730 ---�---+- ( } 3 0.30.). 92 ..0.31 8.8...1...0.32 8.8 030...,...82 0.1673._;...... . _.._N„ '_.._.., _-_..! _.. . . i... i............. ..._.-,.._.1.. ...... ......_ 1 .... i..._.._......` 3813 3587 3349 3093 2780 ! 1777 860 0 48 13 1 0 50 12 1 0.51 12.2 0 53 12.5 0.52 11 8 , 0 43 10.9 Wit.. _ i _ I_ • L_. 4114 3905 ; 3685 3461 : _3212 I 2806 582 : i 921 '"0.58 1 12.9 0.60 1 qq 2.5 0.62 i 12.2 ; 0.64 12 1 : 0.65 11 6 0.63 12.1 0.30 9 1- 3 = 4428 4232 ! 4031 i 3822 _i li f 985 • 0.71 14.9 0.73 14.6 1 0.75 14.0 0.77 14 5 . 0 79 13.7 ' 0.80 ' 13.6 0.62 14.0 i j _ i �___ _ ..._ I 4599 4410 4217 4017 3812 3586 2562 358 1020 0.78 i 15 9 0.81 1 15.6 ; 0.83 15.0 0.85 15.4 • 0.87 : 14.8 ' 0.88 14.5 0.79 14.9 0.35 1 9.6 I I I I,,....._._ 1055 4769 4587 4402 4209 4013 - 3798 3130 1160 i { / 0 87 1 16 9 0.89 16.7 0.91 16 2 0 93 i 161 0.95 i 16 0 : 0 97 15.6 0 94 i 15 0 0.58 1 16 3 i .._..._. 1._ 7 :. i..._.__._.... 1195 • 5448 5287 5126 4961 4791 1 4618 4246 3699 2070 1 25 i 20 '1.28 19 4 1 31 1 18.8 1 33 f'18 7 a 1.35 I 2 1.37T 18.4 ' 1 41 i 18 1 1.38 i 17 2 . 1.05 i 20 � 5713 5559 1 _ 5405 5250 _5089 4924 4580 4197 3150 1407 1.43 22 : 1.46 I 21 1 1 49 1 20 1 51 i 19 8 1 54 19 5 i 1 56 1 19 1 1.60 i 19.3 1.62 18 7 I 1 46 1 19.0 I 0 97 i„ 20 I 3 1410 6481 6345 6208 6072 5934 5792 5500 5196 l 4873 : 4327j 3019 1449 r" `f 0 2.05 f 26 2.08 i. 25 2.11 25 2.14 24 ,2.17 i 24 2.20 1 24 2.25 i 23 2.302.301 22 . 2.33 22 r 2.27 1 22 , 1.93 1 24 . 1.33 30 1525 7031 6905 6779 6653 6526 6398 6133 5862 5573 ! 5276 4832 ; 3760 2.58 i 32 . 2.62 i 30 2 65 i 30 2.68 30 2.72 28 , 2 75„1 28 2.81 27.,...2 86 26 2.921 25 2.95„1 24 ; 2 90 1 22 : 2 62 i 24 1 8744 8643 8541 8439 8337 1 8235 8030 ' 7820 I 7605 7386 1885 4.86 ) 45 4.90 , 43 4.94 43 4.98 43 15.02 42 , 5.06 41 5.15 40 ; 5.22 , 39 5.29 38 : 5.36 37 ; 5.431i6736 ' 5.5093034 = + Fan Est.Unit Est.Ship '[ f t Model HP q RPM Range bs. bts. XB200 1/2 Hp 614-921 240 280 ('a' :s _ _ _ _ _ _ _ XB200 3/4 Hp 670-985 240 288 '`+t, , X6200 1 Hp 730-1055 245 294 XB200 1-1/2 Hp 860-1250 255 304 Da &_� 13.69yy X8200 2 Hp �1020-1410 255 299 i a& X6200 3 Hp 1195-1525 411116311110 325 XB200 5 Hp ,1525-1885'; 280 339 d MOW d • , s� {gS • . {`'€ray : .r 'y, �'d,. fr . 1 �� =', x:. ', r} 4' - ! 4, .'ate .� , , „k yriir? • FS 'd�' k F 7 ' ' t s 4w,x ,{ t . C V 39.75" 30 Power rating(BHP)does not include transmission losses. Performance certified is for installation type A: Free inlet,free outlet. Performance ratings do not include the effects of appurtenances (accessories). The sound ratings shown are loudness values in hemispherical sones at 1.5 m(5ft)in a hemispherical free field calculated per AMCA Standard 301. Values are shown for Installation .Type A: Free Inlet hemispherical fan sone levels. The brake horsepower capability of an exhauster motor is dependent on the degree of cooling the motor receives from the air moving through the motor.The motor loading beyond the motor name- plate rating does not overheat the motor and is in accordance with the motor manufacturer's recommendations, It is,therefore,not detrimental to the motor and economically desirable. Page 65 1 4 " ` CONSTRUCTION FEATURES QUIET HOLLOW AIRFOIL IMPELLER All fans have backward curved non-overloading aluminum impellers with hollow airfoil blades. (XB425 uses single thickness airfoil blades.) Impellers are statically and dynamically balanced. Air moves smoothly over the airfoil blades resulting in a higher airflow performance impeller that operates with a minimum of air noise, and at less horsepower. BEARINGS Permanently lubricated bearings are used in a duplex split pillow block housing (XB425 uses heavy duty self-aligning unitary pillow block bearings). The bearings remain in perfect L ' alignment after shipment, installation, and subsequent , 0 f operation. Bearings are resiliently mounted in neoprene rings, providing extra protection and vibration isolation. The bearing 4 f‘ 6 assembly is rated at and Lso life of 200,000 hours and features r I � , f Acme's 5 year limited warranty. When relubricated bearings area A y y ,, s required, external pressure relief :. fittings are provided with unitary pillow block bearings as an 4,4 4 option. MOTORS OUT OF AIR STREAM FACTORY WIRED DISCONNECT SWITCH These fans are suitable for continuous duty applications with gas temperatures of 140°F on direct drive applications and Factory wiring provides big savings in installation time and 200°F on belt drive applications. costs. All motors(except for explosion resistant and motors shipped not mounted)are factory wired to an external mounted r XB and XD units have AMCA B spark resistant construction as a i swed are U.L. Listed. standard feature. disconnect materals us itch. Standard wiring complies with NEC and MOTOR AND DRIVE ASSEMBLY Explosion resistant disconnect switches are not rated for outdoor use. Motors are continuous duty and matched to the fan load. Only motors of nationally recognized motor manufacturers are used. The entire drive assembly is located out of the air stream. Steel . fan shaft and impeller hub have a corrosion resistant coating. i 1 f Cast iron machined sheaves are used throughout. Variable pitch motor sheaves are standard equipment and are precision selected so when set at maximum speed,the impeller can not .. : i exceed the cataloged speed rating and will not overload the •, motor. Drives are 1 or 2-belt combinations, depending on horsepower. Heavy-duty oil and heat resistant belts are designed for 150%of drive horsepower. FAN SUPPORT BRACKETS(Model SB) VIBRATION ISOLATORS HANGING SUPPORT Four steel brackets for mounting fan in place. Brackets to b.e bolted to fan housing in the field. They may be used for ceiling Available in spring or rubber. Vibration or floor mounting along with vibration isolators as shown. isolators are sized to match the weight ' of the fan. Two designs are used,one for base mounting to floor,the other for hanging support from overhead 9 9 ort Pp � structural members. Fan support ..•,. brackets included with isolators and are to be field mounted to fan. (See Form - , 613101 for additional information.) BASE MOUNTING 1 1 OFFICE COPY RECEIVED JUL 2 S 2021 SUBMITTAL BN Job Name: Courtyard by Marriott - Tigard Architect: Jeffrey Wiliams Architect Engineer: Robison Engineering Contractor: Robert Lloyd S/M Elevation: (ft) 108 Date: 7/14/2021 Submitted By: Mike Morrison JOHNSON AIR PRODUCTS 2220 SE 9TH AVE PO BOX 15098 PORTLAND, OR 97293 US Phone: (503)234-5071 Fax: (503)233-0451 Email Address: mmorrison©johnsonair.com SUBMITTAL NOTES: GREENHECK- ROOF VENTS r GREENHECK Building Value in Air. P.O. Box 410 Schofield, WI 54476 (715)359-6171 FAX(715) 355-2399 www.greenheck.com G:\MikeMorrison\2021 -Secured\Courtyard by Marriott-Tigard.gfcj CAPS 4.35.1025 Generated by:mmorrison@johnsonair.com Page 1 of 8 W 4 Printed Date: 07/14/2021 �GREENHECK Job: Courtyard by Marriott - Tigard Building Value in Air. Mark: PENTHOUSE LOUVER Model: WIH WIH Intake Penthouse APPLICATION & DESIGN r The flexible design of the WIH (Intake) and WRH (Exhaust) allows the four louvered sides and hood section(s) to be shipped preassembled. Each section is made of storm resistant aluminum louver blades with mitered corners and a reinforced, removable cover. The sides are joined at the four corners with stainless steel screws in each louver. These screws are countersunk to maintain the appearance of the mitered corner. The cover is securely fastened to the unit with stainless steel fasteners. Optional factory assembled units are available based on shipping limitations. Greenheck's 13 louvered penthouseA design results in low pressure drops,low hood heights and maintains maximum weather resistance. PRODUCT DETAILS X { Material: Aluminum Sizing: Actual f Options and Accessories LOUVER HEIGHT Finish: Primer f Bird Screen: 0.75 in.x 0.05 in.,Flat Expanded Aluminum,Internal, Mill Finish T 0 Union Label: No Preference TW X TL e Hood: 0.5 in. Insulation Ship Assembled:Warranty: CURB CAP WIDTH HX / Yes r(Standard)Product Warranty Summary 14 Throat Throat Louver Louvers Curb Cap Curb Cap Weight ID# Tag Qty. A(in.) B(in.) Free Area(ft2) 'S Width(in.) Length(in.) Height{in.) High W(in.) t L(in.) (Ib) 2-1 2 36 36 19.75 5 50 50 44 44 9.21 80 Larger openings may require field assembly of multiple louver panels to make up the overall opening size.Individual louver panels are designed to withstand windloads up to a maximum of 25 t PSF(size and configuration dependent).Design,materials and installation of structural reinforcement required to adequately support large sections or multiple section assemblies within a large opening are not provided by.Unless specifically indicated,the following are NOT included in the quote provided:structural steel,installation hardware(anchors,angle clips,continuous angles, shims,fasteners,inserts,backer rod and sealant),field measuring and/or installation,miscellaneous flashing,trim or enclosures,blank off panels,mullion covers or mullion hardware,hinged frames or removable subframes,custom bird/insect screen,3-coat,metallic and/or exotic paint finishes,bituminous paints for unlike metals,any applicable taxes,stamped and sealed structural calculations seismic calculations or job specific engineered submittal drawings. 3 1d 1 G:\MikeMorrison\2021 -Secured\Courtyard by Marriott-Tigard.gfcj CAPS 4.35.1025 Generated by:mmorrison@johnsonair.com Page 6 of 8 i ri'l I� REE1 h,;/ DETAIL "B" OPTIONAL SHAPES 5, �ii_,� �,dop...� SCREEN FRAME SCREEN FRAME .�; Ii; d,�Ii;i4 I�;4.•.0*.I041 I I �Alr. .9,0* I;j;.Ii1j.I;,i .I�jj�*I;,;;iO*III," d,;•.I;j II;;..Ii;..Ij, Iji• .eII /Ij• II;; III III I/Ii II ,�!ij.%i;••4i;i Iii�!O%�•j4 1 ,IM* N All o N !!Ii;•!jiji�iij•Iii;j•IiIp4 p4 IIIco • elan* o ? 0�I4I0.141I WI4**%I�4�I441.• 0.031" 0813mm 0.125" Ij 4,46 .II1• III• III • I/ II ] [3.175mm] i %��Ij� II��I 4��I%��Ij4�III I� ALUMINUM COILAOLUMINUM EXTRUDED I���Ij��I�I!II�jIII I�14 I0/I10 -I,I tOr y tie!!Oi•!ji/04"51( 41j444 4 4,*A,� A 5vN r ail. iefo oji eijio i,...is (I, gkolecdfictoof /44..,js /��a� DETAIL "B" ►i- / r/ y ATTACHMENT FINISH ALUMINUM SCREEN FRAMES ARE SECURED W/ BIRD SCREEN: UNLESS OTHERWISE SPECIFIED, ALL 300 SERIES STAINLESS STEEL SHEET METAL BIRD SCREEN AND FRAMES ARE FURNISHED IN SCREWS; AND, GALVANIZED STEEL SCREEN NATURAL MILL FINISH. BIRD MESHES AND FRAMES FRAMES ARE SECURED WITH PLATED STEEL CAN BE SUPPLIED IN ANY GREENHECK STANDARD SHEET METAL SCREWS. ALL FASTENERS ARE FINISHES AND COLORS. SPACED APPROXIMATELY 16" ON CENTER. SCREEN MESH FREE MAT'L BIRD SCREEN TYPE DIAMETER/THICKNESS AREA ENGLISH METRIC ENG. METRIC (mm) (mm) __._ --_ ALUM. 3/4"x0.050" 19.05 x 1.27 FLATTENED EXPANDED .050" 1.270 THICK. 61 ALUM. 3/4"x0.125" 19.05 x 3.175 FLATTENED EXPANDED 0.125" 3.175 THICK. 62 ALUM. 1/4"x0.047" 6.350x1.194 SQUARE MESH WIRE .047" 1.219 DIAM. 71 ALUM. 1/2"x0.063" 12.70x1.600 SQUARE MESH WIRE .063" 1.600 DIAM. 80 0 ALUM. 1"x0.120" 25.4 x 3.048 SQUARE MESH WIRE .120" 3.048 THICK. 80 0 GALV. 1/2"x0.041" 12.70x 1.041 SQUARE WIRE CLOTH .041" 1.041 DIAM. 71 a STN STL 1/2"x0.047" 12.70x1.194 SQUARE WIRE CLOTH .047" 1.194 DIAM. 70 STN STL 1"x0.063" 25.4x1.600 SQUARE WIRE CLOTH .063" 1.600 DIAM. 87.8 W * *DUE TO CONTINUING RESEARCH, GREENHECK RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE.* * ri 0 N H AFIDRAWN BY: NAH FOLDED GREENHECKscALE NONE SCREEN FRAME ' \ P.O.BOX 410 SCHOFIELD, WISCONSIN 54476-0410 \\ DATE: 10/4/2013 REV. NO: 4 FORM NO: 623067 i 1 - Tigard �GREENHECK Printed Date: 07/14/2021 Building Value in Air. Printed PENTHOUSEurtyard bytt LOUVER Model: GPI 9, 9 9 Actual L Actual W Model: GPI 1.75 i Roof Curb .� - Standard Construction Features: ���,,</ Height -Roof Curb fits between the building roof and the fan mounted directly to the roof support structure -Constructed of either 18 ga galvanized steel or 0.064 in. aluminum-Straight Sided without a cant-2 in.mounting flange-3 lb density f insulation-Height-Available from 12 in.to 42 in.as specified in 0.5 in. increments. Notes: -The maximum roof opening dimension should not be Flange L greater than the"Actual"top outside dimension minus 2 in.. -The minimum roof '¢ Flange Wopening dimension should be at least 2.5 in.more than the damper dimension or I recommended duct size.-The Roof Opening Dimension may or may not be the same as the Structural Opening Dimension.-Damper Tray is optional and must be specified. Tray size is same as damper size.-Security bars are optional and must be specified. Frames and gridwork are all 12 ga steel. Gridwork is welded to the frame and the frame is welded to the curb. General ID# Tag Qty Model 2-1 2 GPI-44-G12 Dimensions f Curb Curb Cap Curb Cap Actual Actual Flange Height Width Length Width Length Width ID# (in.) (in.) (in.) (in.) (in.) (in.) 2-1 i 12 44 44 42.5 42.5 4 Accessories Insulation Damper ID# Material Liner (in.) Tray 2-1 Galvanized No 1 No G:\MikeMorrison\2021 -Secured\Courtyard by Marriott-Tigard.gfcj CAPS 4.35.1025 Generated by:mmorrison@johnsonair.com Page 7 of 8 i ro PP-44*" • ',,,,Z,,,,,41.4p,,=:''''?:',.?,:r.,:c-: ,' ,f'' - 'w•?'4' v.01.1, •.,' .44,:„,,,m ,,,,,4,',.:;„:.1. .;14.i.geil ,',r, - ,,,,'.,..:..).„,.,,•.:y;?,,A.,(4:;•,:.i;:•.,.•;.: ';',, ,, • .''0'7•A:i•'c•''''"''- „,„-,:itifk?'"' v.ti Basic Adapter and Reducer Dimensional Information . . • Amount-efever-sizing-must-be-defined. Gurbewithout-woodhailere= Foadapedcrbeab- plan for-width ADAPTER REDUGER aftekenth---tebeineh0-3-frurt) (Farieuriecap-ip-smaller (Fan curb cap.islarger tarejer-than-thecureAlldimension: thafrexistngcurb) than-existinejeurb) Gurewithweedilailers = I/ A.__ For adapted curb-cab -plan for width 4 v. Fen ancl-length4obe4-1/2-inch-f38-rnm). larger-than-theeuria-AD-dimencione, 1 I Fan I--- Guit Gap-W&L --I Adapters 214 ire: Curb Gap W,&-1: Curb Gap W&L (64 ftiffI) Minimum adapted amount= i i----Less-4in,(43-infn)—..1 2 yz in; Less-1/2-in,(43 mm) 1 ,) I 1 7 4-1/2 inch-(38-rn- m) I I S(64-mf I—I f 1 Actual Redwood 1 tvlaxmum-ada __pted amount - 664,„.„) L_ Actual-Adapted Curb Cap W4 L 1 i 21/2 in, CIA*Gap VV-&-4, 20-inehes (508 mm) AD i (64,cm) 1 AD 1 Reducers Curb Curb Minimum reduced amount = / \ / 1.1/2 inch.-(38....mm) 40-inehes--(254.-rnn9) Basic Curb Dimensional Information Models: Models: Models: Model: GPS, GPR,ATS GPI,GPF,GPFV,ATI GPE,GPEX,VCE, ISB,ATE ATR r*-----AD >1 [4 AD )1 < AD 1'1 AD )..1 I1 __E Zy I- .,,-• 1 I < L B )1 I 1-4 B .-I B x IFIF:\ < B r- Model Dimensions GPI,GPS, GPR,ATS,ATR,ATI AD(actual)= 11/2 inch(38 mm)less than unit curb cap Wood Nailer Flanged nominal wood nailer curbs Curb Curb GPF,GPFV,GPEX,VCE,ATE AD(actual)= 11/4 inch(32 mm)less than unit curb cap nominal flanged curbs ISB nominal flanged curbs AD(actual)= 11/2 inch(38 mm)less than unit curb cap :. .:. GPS,GPR,ATS,ATR B= AD Dimension+81/4 inches(210 mm) ...,., GPI,ATI B= AD Dimension+4 inches(102 mm) GPF,GPFV B= AD Dimension+ 10 inches(254 mm) GPE,GPEX,VCE,ATE B= AD Dimension+11/2 inch(38 mm) ISB B= Same as unit curb cap dimensions :. Note:AD is the actual width and length of the roof curb. Roof curbs are typically ordered using c. ' the nominal dimension which is equivalent to the unit curb cap dimension. GPI GPF 7